Bio

Deierlein's research focuses on improving limit states design of constructed facilities through the development and application of nonlinear structural analysis methods and performance-based design criteria. Recent projects include the development and application of strength and stiffness degrading models to simulate steel and reinforced concrete structures, seismic design and behavior of composite steel-concrete buildings, analysis of inelastic torsional-flexural instability of steel members, and a fracture mechanics investigation of seismically designed welded steel connections.

Academic Appointments

  • Professor, Civil and Environmental Engineering

Administrative Appointments

  • Director, John A. Blume Earthquake Engineering Center (2002 - Present)

Honors & Awards

  • Honorary Member, Earthquake Engineering Research Institute (2023)
  • Honorary Member, Structural Engineers Association of Northern California (2022)
  • Distinguished Member, American Society of Civil Engineers (2019)
  • Shortridge Hardesty Award, American Society of Civil Engineers (2018)
  • Academy of Distinguished Alumni, Department of Civil and Environmental Engineering, UC Berkeley (2016)
  • Distinguished Lectureship, Earthquake Engineering Research Institute (2016)
  • Krawinkler Award, Structural Engineers Association of Northern California (2016)
  • Lifetime Achievement Award, American Institute of Steel Construction (2016)
  • Mosseiff Award, American Society of Civil Engineers (2016)
  • Academy of Distinguished Alumni, Department of Civil and Environmental Engineering, UT Austin (2014)
  • Earthquake Spectra - Outstanding Paper Award, Earthquake Engineering Research Institute (2013, 2009)
  • Elected Member, National Academy of Engineering (2013)
  • Breakthrough Award, Popular Mechanics (2010)
  • Top 25 Newsmakers of 2009, Engineering News-Record (2009)
  • Norman Medal, American Society of Civil Engineers (2008, 2002, 1994)
  • Raymond Reese Research Prize, American Society of Civil Engineers (2003, 1991)
  • Special Achievement Award, American Institute of Steel Construction (2003)
  • State-of-the-Art Award, American Society of Civil Engineers (2000,1995)
  • Huber Research Prize, American Society of Civil Engineers (2000)

Boards, Advisory Committees, Professional Organizations

  • Member, Board of Directors, Earthquake Engineering Research Institute (2016 - 2020)
  • Member, National Academy of Engineering (2013 - Present)
  • Member, Board of Trustees, Geohazards International (2016 - Present)
  • Member, Specification Committee, American Institute of Steel Construction (1992 - Present)

Professional Education

  • PhD, University of Texas, Austin (1988)
  • MS, University of California at Berkeley (1982)
  • BS, Cornell University (1981)

Contact

  • Academic
    ggd@stanford.edu
    University - Faculty Department: Civil and Environmental Engineering Position: Professor
    • Room 118 - Building 540
    • Blume Earthhquake Engrg. Center
    • MC 3037
    • Stanford,  California  94305-3037 
    (650) 725-9755 (fax)

Additional Info

  • Mail Code: 4020

2024-25 Courses

Stanford Advisees

  • Doctoral Dissertation Reader (AC)
    Sina Abrari Vajari
  • Postdoctoral Faculty Sponsor
    Andronikos Skiadopoulos
  • Doctoral Dissertation Advisor (AC)
    Mia Lochhead, Juan Miguel Navarro Carranza, Juan Valois Martinez
  • Master's Program Advisor
    Nicholas Daal, Ali Erfani, Spyridon Loukatos, Daniel Maldonado, Joseph Mirza, Juan Real Di Bello, Steven Song, Annabelle Tzou, Yu Xin
  • Doctoral (Program)
    Christianos Burlotos, Mia Lochhead, Juan Valois Martinez

All Publications

  • Database of tall pre-Northridge steel moment frames for earthquake performance evaluations EARTHQUAKE SPECTRA Galvis, F. A., Deierlein, G. G., Hutt, C. 2024; 40 (4): 2917-2946

    View details for DOI 10.1177/87552930241256982

    View details for Web of Science ID 001344367100005

  • Generalised component method for bolted bearing type connections incorporating block shear failure JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH Zhou, J., Rasmussen, K. R., Yan, S., Deierlein, G. G., Zhang, H. 2024; 220

    View details for DOI 10.1016/j.jcsr.2024.108849

    View details for Web of Science ID 001260721400001

  • Measurement of strengths and fracture initiation strains of weld metal and HAZ in steel joints using miniature coupons ENGINEERING FRACTURE MECHANICS Liu, X., Yan, S., Zhou, J., Rasmussen, K. R., Deierlein, G. G. 2024; 307

    View details for DOI 10.1016/j.engfracmech.2024.110293

    View details for Web of Science ID 001275632600001

  • Generalised component method for bolted bearing type connections STEEL CONSTRUCTION-DESIGN AND RESEARCH Zhou, J., Yan, S., Zhang, H., Rasmussen, K. R., Deierlein, G. G. 2024

    View details for DOI 10.1002/stco.202300040

    View details for Web of Science ID 001260570500001

  • Elevated collapse risk based on decaying aftershock hazard and damaged building fragilities EARTHQUAKE SPECTRA Hulsey, A. M., Galvis, F. A., Baker, J. W., Deierlein, G. G. 2024; 40 (1): 674-704

    View details for DOI 10.1177/87552930231220549

    View details for Web of Science ID 001156346700029

  • Calibrating an adaptive cohesive zone model to simulate ductile crack propagation in structural steel under cyclic loading FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES Ziccarelli, A., Kanvinde, A., Deierlein, G. 2023

    View details for DOI 10.1111/ffe.14183

    View details for Web of Science ID 001104148100001

  • Response spectrum method for structures subjected to vertical ground motions: Absolute acceleration method EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Acosta, A. A., Miranda, E., Deierlein, G. G. 2023

    View details for DOI 10.1002/eqe.3988

    View details for Web of Science ID 001043877600001

  • Simulation-based methodology to identify damage indicators and safety thresholds for post-earthquake evaluation of structures EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Galvis, F. A., Hulsey, A. M., Baker, J. W., Deierlein, G. G. 2023

    View details for DOI 10.1002/eqe.3876

    View details for Web of Science ID 000963063800001

  • Surrogate modeling of structural seismic response using probabilistic learning on manifolds EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Zhong, K., Navarro, J. G., Govindjee, S., Deierlein, G. G. 2023

    View details for DOI 10.1002/eqe.3839

    View details for Web of Science ID 000931651800001

  • Cyclic adaptive cohesive zone model to simulate ductile crack propagation in steel structures due to ultra-low cycle fatigue FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES Ziccarelli, A., Kanvinde, A., Deierlein, G. 2023

    View details for DOI 10.1111/ffe.13964

    View details for Web of Science ID 000931746500001

  • Community Perspectives on Simulation and Data Needs for the Study of Natural Hazard Impacts and Recovery NATURAL HAZARDS REVIEW Zsarnoczay, A., Deierlein, G. G., Williams, C. J., Kijewski-Correa, T. L., Esnard, A., Lowes, L. N., Johnson, L. 2023; 24 (1)

    View details for DOI 10.1061/NHREFO.NHENG-1551

    View details for Web of Science ID 000899336200020

  • A thermodynamically consistent finite strain phase field approach to ductile fracture considering multi-axial stress states COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING Vajari, S., Neuner, M., Arunachala, P., Ziccarelli, A., Deierlein, G., Linder, C. 2022; 400

    View details for DOI 10.1016/j.cma.2022.115467

    View details for Web of Science ID 000862754300005

  • Experimental investigation of the effect of Lode angle on fracture initiation of steels ENGINEERING FRACTURE MECHANICS Liu, X., Yan, S., Rasmussen, K. R., Deierlein, G. G. 2022; 271

    View details for DOI 10.1016/j.engfracmech.2022.108637

    View details for Web of Science ID 000826871300003

  • High-resolution post-earthquake recovery simulation: Impact of safety cordons EARTHQUAKE SPECTRA Hulsey, A. M., Baker, J. W., Deierlein, G. G. 2022; 38 (3): 2061-2087

    View details for DOI 10.1177/87552930221075364

    View details for Web of Science ID 000835366000018

  • Verification of void growth-based exponential damage function for ductile crack initiation over the full range of stress triaxialities ENGINEERING FRACTURE MECHANICS Liu, X., Yan, S., Rasmussen, K. R., Deierlein, G. G. 2022; 269

    View details for DOI 10.1016/j.engfracmech.2022.108571

    View details for Web of Science ID 000813347400001

  • Site-specific adjustment framework for incremental dynamic analysis (SAF-IDA) Earthquake Spectra Zhong, K., Chandramohan, R., Baker, J. W., Deierlein, G. G. 2022

    View details for DOI 10.1177/87552930221083688

  • Integration of an adaptive cohesive zone and continuum ductile fracture model to simulate crack propagation in steel structures ENGINEERING FRACTURE MECHANICS Pericoli, V., Lao, X., Ziccarelli, A., Kanvinde, A., Deierlein, G. 2021; 258

    View details for DOI 10.1016/j.engfracmech.2021.108041

    View details for Web of Science ID 000710800400002

  • A stress-weighted ductile fracture model for steel subjected to Ultra Low Cycle Fatigue ENGINEERING STRUCTURES Smith, C., Ziccarelli, A., Terashima, M., Kanvinde, A., Deierlein, G. 2021; 245

    View details for DOI 10.1016/j.engstruct.2021.112964

    View details for Web of Science ID 000697098200001

  • Influence of High-Strength Reinforcing Bars on Seismic Safety of Concrete Frames ACI STRUCTURAL JOURNAL Zhong, K., Ghannoum, W. M., Deierlein, G. G. 2021; 118 (5): 299-311

    View details for DOI 10.14359/51732865

    View details for Web of Science ID 000696225400024

  • Generalized modified modal superposition procedure for seismic design of rocking and pivoting steel spine systems JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH Martin, A., Deierlein, G. G. 2021; 183

    View details for DOI 10.1016/j.jcsr.2021.106745

    View details for Web of Science ID 000663721600005

  • A Cloud-Enabled Application Framework for Simulating Regional-Scale Impacts of Natural Hazards on the Built Environment FRONTIERS IN BUILT ENVIRONMENT Deierlein, G. G., McKenna, F., Zsarnoczay, A., Kijewski-Correa, T., Kareem, A., Elhaddad, W., Lowes, L., Schoettler, M. J., Govindjee, S. 2020; 6

    View details for DOI 10.3389/fbuil.2020.558706

    View details for Web of Science ID 000596562100001

  • Tall building performance-based seismic design using SCEC broadband platform site-specific ground motion simulations EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Zhong, K., Lin, T., Deierlein, G. G., Graves, R. W., Silva, F., Luco, N. 2020

    View details for DOI 10.1002/eqe.3364

    View details for Web of Science ID 000579553200001

  • Parametric Study of Seismic Isolation Properties for Light-Frame Houses JOURNAL OF STRUCTURAL ENGINEERING Jampole, E., Swensen, S., Miranda, E., Deierlein, G. G. 2020; 146 (10)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0002651

    View details for Web of Science ID 000562362300007

  • Probabilistic Space- and Time-Interaction Modeling of Mainshock Earthquake Rupture Occurrence BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA Ceferino, L., Kiremidjian, A., Deierlein, G. 2020; 110 (5): 2498–2518

    View details for DOI 10.1785/0120180220

    View details for Web of Science ID 000575192300033

  • Effective plans for hospital system response to earthquake emergencies. Nature communications Ceferino, L., Mitrani-Reiser, J., Kiremidjian, A., Deierlein, G., Bambaren, C. 2020; 11 (1): 4325

    Abstract

    Hospital systems play a critical role in treating injuries during disaster emergency responses. Simultaneously, natural disasters hinder their ability to operate at full capacity. Thus, cities must develop strategies that enable hospitals' effective disaster operations. Here, we present a methodology to evaluate emergency response based on a model that assesses the loss of hospital functions and quantifies multiseverity injuries as a result of earthquake damage. The proposed methodology can design effective plans for patient transfers and allocation of ambulances and mobile operating rooms. This methodology is applied to Lima, Peru, subjected to a disaster scenario following a magnitude 8.0 earthquake. Our results show that the spatial distribution of healthcare demands mismatches the post-earthquake capacities of hospitals, leaving large zones on the periphery significantly underserved. This study demonstrates how plans that leverage hospital-system coordination can address this demand-capacity mismatch, reducing waiting times of critically injured patients by factors larger than two.

    View details for DOI 10.1038/s41467-020-18072-w

    View details for PubMedID 32859917

  • Structural topology optimization of tall buildings for dynamic seismic excitation using modal decomposition ENGINEERING STRUCTURES Martin, A., Deierlein, G. G. 2020; 216

    View details for DOI 10.1016/j.engstruct.2020.110717

    View details for Web of Science ID 000539276800048

  • Efficient intensity measures and machine learning algorithms for collapse prediction of tall buildings informed by SCEC CyberShake ground motion simulations EARTHQUAKE SPECTRA Bijelic, N., Lin, T., Deierlein, G. G. 2020; 36 (3): 1188–1207

    View details for DOI 10.1177/8755293020919414

    View details for Web of Science ID 000558761700008

  • Predicting earthquake-induced sliding displacements using effective incremental ground velocity EARTHQUAKE SPECTRA Jampole, E., Miranda, E., Deierlein, G. G. 2020; 36 (1): 378–99

    View details for DOI 10.1177/8755293019878200

    View details for Web of Science ID 000514472400016

  • Quantification of the Influence of Deep Basin Effects on Structural Collapse Using SCEC CyberShake Earthquake Ground Motion Simulations EARTHQUAKE SPECTRA Bijelic, N., Lin, T., Deierlein, G. G. 2019; 35 (4): 1845–64

    View details for DOI 10.1193/080418EQS197M

    View details for Web of Science ID 000496808200014

  • Evaluation of Building Collapse Risk and Drift Demands by Nonlinear Structural Analyses Using Conventional Hazard Analysis versus Direct Simulation with CyberShake Seismograms BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA Bijelic, N., Lin, T., Deierlein, G. G. 2019; 109 (5): 1812–28

    View details for DOI 10.1785/0120180324

    View details for Web of Science ID 000487813300017

  • Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering JOURNAL OF STRUCTURAL ENGINEERING Lignos, D. G., Hartloper, A. R., Elkady, A., Deierlein, G. G., Hamburger, R. 2019; 145 (9)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0002353

    View details for Web of Science ID 000475474300009

  • Comparative risk-based seismic assessment of 1970s vs modern tall steel moment frames JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH Hutt, C., Rossetto, T., Deierlein, G. G. 2019; 159: 598–610

    View details for DOI 10.1016/j.jcsr.2019.05.012

    View details for Web of Science ID 000473381400044

  • Capacity Design Procedure for Rocking Braced Frames Using Modified Modal Superposition Method JOURNAL OF STRUCTURAL ENGINEERING Martin, A., Deierlein, G. G., Ma, X. 2019; 145 (6)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0002329

    View details for Web of Science ID 000468302100002

  • Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls EARTHQUAKE SPECTRA Araya-Letelier, G., Miranda, E., Deierlein, G. 2019; 35 (2): 653–77

    View details for DOI 10.1193/123117EQS270M

    View details for Web of Science ID 000496805800009

  • Discussion of "Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures" by Erica C. Fischer, Amit H. Varma, and Qiaqia Zhu JOURNAL OF STRUCTURAL ENGINEERING Teh, L. H., Deierlein, G. G. 2018; 144 (12)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001911

    View details for Web of Science ID 000447255500014

  • Effective Incremental Ground Velocity for Estimating the Peak Sliding Displacement of Rigid Structures to Pulse-Like Earthquake Ground Motions JOURNAL OF ENGINEERING MECHANICS Jampole, E., Miranda, E., Deierlein, G. 2018; 144 (12)

    View details for DOI 10.1061/(ASCE)EM.1943-7889.0001539

    View details for Web of Science ID 000447254100006

  • Regional Multiseverity Casualty Estimation Due to Building Damage Following a Mw 8.8 Earthquake Scenario in Lima, Peru EARTHQUAKE SPECTRA Ceferino, L., Kiremidjian, A., Deierlein, G. 2018; 34 (4): 1739–61

    View details for DOI 10.1193/080617EQS154M

    View details for Web of Science ID 000454334200009

  • Probabilistic Model for Regional Multiseverity Casualty Estimation due to Building Damage Following an Earthquake ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING Ceferino, L., Kiremidjian, A., Deierlein, G. 2018; 4 (3)

    View details for DOI 10.1061/AJRUA6.0000972

    View details for Web of Science ID 000438687400007

  • Validation of the SCEC Broadband Platform simulations for tall building risk assessments considering spectral shape and duration of the ground motion EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Bijelic, N., Lin, T., Deierlein, G. G. 2018; 47 (11): 2233–51

    View details for DOI 10.1002/eqe.3066

    View details for Web of Science ID 000440996300005

  • Integrating visual damage simulation, virtual inspection, and collapse capacity to evaluate post-earthquake structural safety of buildings EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Burton, H. V., Deierlein, G. G. 2018; 47 (2): 294–310

    View details for DOI 10.1002/eqe.2951

    View details for Web of Science ID 000419341300002

  • Measuring the Impact of Enhanced Building Performance on the Seismic Resilience of a Residential Community EARTHQUAKE SPECTRA Burton, H. V., Deierlein, G., Lallemant, D., Singh, Y. 2017; 33 (4): 1347–67

    View details for DOI 10.1193/040916EQS057M

    View details for Web of Science ID 000418599000006

  • Calibration of Continuum Cyclic Constitutive Models for Structural Steel Using Particle Swarm Optimization JOURNAL OF ENGINEERING MECHANICS Smith, C., Kanvinde, A., Deierlein, G. 2017; 143 (5)

    View details for DOI 10.1061/(ASCE)EM.1943-7889.0001214

    View details for Web of Science ID 000398537000017

  • A local criterion for ductile fracture under low-triaxiality axisymmetric stress states ENGINEERING FRACTURE MECHANICS Smith, C., Kanvinde, A., Deierlein, G. 2017; 169: 321-335

    View details for DOI 10.1016/j.engfracmech.2016.10.011

    View details for Web of Science ID 000392035000024

  • Estimation and impacts of model parameter correlation for seismic performance assessment of reinforced concrete structures STRUCTURAL SAFETY Gokkaya, B. U., Baker, J. W., Deierlein, G. G. 2017; 69: 68–78

    View details for DOI 10.1016/j.strusafe.2017.07.005

    View details for Web of Science ID 000413057300007

  • Calibration of Model to Simulate Response of Reinforced Concrete Beam-Columns to Collapse ACI STRUCTURAL JOURNAL Haselton, C. B., Liel, A. B., Taylor-Lange, S. C., Deierlein, G. G. 2016; 113 (6): 1141-1152

    View details for DOI 10.14359/51689245

    View details for Web of Science ID 000388214500001

  • Rocking Spine for Enhanced Seismic Performance of Reinforced Concrete Frames with Infills JOURNAL OF STRUCTURAL ENGINEERING Burton, H. V., Deierlein, G. G., Mar, D., Mosalam, K. M., Rodgers, J., Gunay, S. 2016; 142 (11)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001574

    View details for Web of Science ID 000386366600019

  • Full-Scale Dynamic Testing of a Sliding Seismically Isolated Unibody House EARTHQUAKE SPECTRA Jampole, E., Deierlein, G., Miranda, E., Fell, B., Swensen, S., Acevedo, C. 2016; 32 (4): 2245-2270

    View details for DOI 10.1193/010616EQS003M

    View details for Web of Science ID 000388626400015

  • Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience JOURNAL OF STRUCTURAL ENGINEERING Hutt, C. M., Almufti, I., Willford, M., Deierlein, G. 2016; 142 (8)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001314

    View details for Web of Science ID 000381048200006

  • Quantifying the impacts of modeling uncertainties on the seismic drift demands and collapse risk of buildings with implications on seismic design checks EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Gokkaya, B. U., Baker, J. W., Deierlein, G. G. 2016; 45 (10): 1661-1683

    View details for DOI 10.1002/eqe.2740

    View details for Web of Science ID 000383688200007

  • Framework for Incorporating Probabilistic Building Performance in the Assessment of Community Seismic Resilience JOURNAL OF STRUCTURAL ENGINEERING Burton, H. V., Deierlein, G., Lallemant, D., Lin, T. 2016; 142 (8)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001321

    View details for Web of Science ID 000381048200008

  • Impact of hazard-consistent ground motion duration in structural collapse risk assessment EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Chandramohan, R., Baker, J. W., Deierlein, G. G. 2016; 45 (8): 1357-1379

    View details for DOI 10.1002/eqe.2711

    View details for Web of Science ID 000381622800008

  • Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records EARTHQUAKE SPECTRA Chandramohan, R., Baker, J. W., Deierlein, G. G. 2016; 32 (2): 927-950

    View details for DOI 10.1193/122813EQS298MR2

    View details for Web of Science ID 000377421100013

  • Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes JOURNAL OF STRUCTURAL ENGINEERING Swensen, S., Deierlein, G. G., Miranda, E. 2016; 142 (4)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001307

    View details for Web of Science ID 000372809400011

  • Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames JOURNAL OF STRUCTURAL ENGINEERING Eatherton, M. R., Ma, X., Krawinkler, H., Mar, D., Billington, S., Hajjar, J. F., Deierlein, G. G. 2014; 140 (11)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001047

    View details for Web of Science ID 000344009800012

  • Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames JOURNAL OF STRUCTURAL ENGINEERING Eatherton, M. R., Ma, X., Krawinkler, H., Deierlein, G. G., Hajjar, J. F. 2014; 140 (11)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0001005

    View details for Web of Science ID 000344009800004

  • Simulation of Seismic Collapse in Nonductile Reinforced Concrete Frame Buildings with Masonry Infills JOURNAL OF STRUCTURAL ENGINEERING Burton, H., Deierlein, G. 2014; 140 (8)

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0000921

    View details for Web of Science ID 000342833600011

  • Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultralow Cycle Fatigue in Structural Steel JOURNAL OF ENGINEERING MECHANICS Myers, A. T., Kanvinde, A. M., Deierlein, G. G., Baker, J. W. 2014; 140 (6)

    View details for DOI 10.1061/(ASCE)EM.1943-7889.0000728

    View details for Web of Science ID 000335988000018

  • Component model calibration for cyclic behavior of a corrugated shear wall THIN-WALLED STRUCTURES Vigh, L. G., Liel, A. B., Deierlein, G. G., Miranda, E., Tipping, S. 2014; 75: 53-62

    View details for DOI 10.1016/j.tws.2013.10.011

    View details for Web of Science ID 000330748400006

  • Component Model Calibration for Cyclic Behaviour of a Corrugated Shear Wall Thin Walled Structures Vigh, L., G., Deierlein, G., G., Miranda, E., Liel, A., B. 2014; 75: 53-62
  • Cost-Benefit Evaluation of Seismic Risk Mitigation Alternatives for Older Concrete Frame Buildings EARTHQUAKE SPECTRA Liel, A. B., Deierlein, G. G. 2013; 29 (4): 1391-1411

    View details for DOI 10.1193/030911EQS040M

    View details for Web of Science ID 000329891500012

  • Seismic performance assessment of steel corrugated shear wall system using non-linear analysis JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH Vigh, L. G., Deierlein, G. G., Miranda, E., Liel, A. B., Tipping, S. 2013; 85: 48-59

    View details for DOI 10.1016/j.jcsr.2013.02.008

    View details for Web of Science ID 000319178100005

  • A Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultra-Low Cycle Fatigue in Structural Steel J. Eng. Mech., 10.1061/(ASCE)EM.1943-7889.0000728 Myers, A., Kanvinde, A., Deierlein, G., Baker, J. 2013
  • Cost-Benefit Evaluation of Seismic Mitigation Alternatives for Older Reinforced Concrete Frame Buildings Earthquake Spectra Liel, A., B., Deierlein, G., G. in press. 2013: 1
  • Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames J. Struct. Eng., accepted for publication Eatherton, M., R., Ma, X., Krawinkler, H., Deierlein, G., G., Hajjar, J., F. 2013
  • Simulation of Seismic Collapse in Non-Ductile Reinforced Concrete Frame Buildings with Masonry Infills J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000921 Burton, H., Deierlein, G. 2013
  • Seismic Performance Assessment of a Steel Corrugated Shear Wall System Using Non-linear Analysis Jl. of Constr. Steel Research Vigh, L., G., Deierlein, G., G., Miranda, E., Liel, A., B., Tipping, S. 2013; 85: 48-59
  • Using Collapse Risk Assessments to Inform Seismic Safety Policy for Older Concrete Buildings EARTHQUAKE SPECTRA Liel, A. B., Deierlein, G. G. 2012; 28 (4): 1495-1521

    View details for DOI 10.1193/1.4000090

    View details for Web of Science ID 000312227700009

  • Expected earthquake damage and repair costs in reinforced concrete frame buildings EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Ramirez, C. M., Liel, A. B., Mitrani-Reiser, J., Haselton, C. B., Spear, A. D., Steiner, J., Deierlein, G. G., Miranda, E. 2012; 41 (11): 1455-1475

    View details for DOI 10.1002/eqe.2216

    View details for Web of Science ID 000307897900005

  • Seismic Assessment of Typical 1970’s Tall Steel Moment Frame Buildings in Downtown San Francisco Ibrahim, A., Molina-Hutt, C., Willford, M., Deierlein, G., G. 2012
  • Toward a Performance-Based Design Framework for Self-Centering Rocking Braced-Frame Spine systems Eatherton, M., R., Deierlein, G., G., Ma, X., Krawinkler, H., Hajjar, J., F. 2012
  • Seismic Retrofit of Non-Ductile Reinforced Cocnrete Infill Frame Building Using Rocking Spines Burton, H., Deierlein, G., G. 2012
  • Preliminary Assessment of Ground Motion Duration Effects on Structural Collapse Foschaar, J., C., Baker, J., W., Deierlein, G., G. 2012
  • On the Role of Nonlinear Analysis in the Seismic Performance Assessment of Buildings Deierlein, G., G. 2012
  • Novel Design Methods for Improved Damage Resistance of Light-Weight Framed Structures Swensen, S., Miranda, M., Deierlein, G., G. 2012
  • Towards Creating Earthquake-Safe Communities: Seismic Retrofit of an Adobe School Building in Rural Peru Using Geomesh Cedillos, V., Tucker, B., Blondet, M., Carpio, J., Quispe, J., Rondon, S., Deierlein, Gregory, G. 2012
  • Performance-Based Earthquake Engineering: Innovations for Resilient Buildings and Communities Invited Plenary Lecture for Performance-Based and Life-Cycle Structural Engineering, Hong Kong Deierlein, G., G. 2012
  • Design Features and Criteria For Controlled Rocking Braced-Frame Systems Deierlein, G., G., Eatherton, M., Ma, X., Hajjar, J., F. 2012
  • Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames JOURNAL OF STRUCTURAL ENGINEERING-ASCE Liel, A. B., Haselton, C. B., Deierlein, G. G. 2011; 137 (4): 492-502

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0000275

    View details for Web of Science ID 000289487800003

  • Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames JOURNAL OF STRUCTURAL ENGINEERING-ASCE Haselton, C. B., Liel, A. B., Deierlein, G. G., Dean, B. S., Chou, J. H. 2011; 137 (4): 481-491

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0000318

    View details for Web of Science ID 000289487800002

  • Accounting for Ground-Motion Spectral Shape Characteristics in Structural Collapse Assessment through an Adjustment for Epsilon JOURNAL OF STRUCTURAL ENGINEERING-ASCE Haselton, C. B., Baker, J. W., Liel, A. B., Deierlein, G. G. 2011; 137 (3): 332-344

    View details for DOI 10.1061/(ASCE)ST.1943-541X.0000103

    View details for Web of Science ID 000288523100007

  • Experimental Investigation of Shear Transfer in Exposed Column Base Connections ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION Gomez, I. R., Kanvinde, A. M., Deierlein, G. G. 2011; 48 (4): 245-264

    View details for Web of Science ID 000298068000001

  • Earthquake Resilient Steel Braced Frames with Controlled Rocking and Energy Dissipating Fuses Steel Construction: Design and Research Deierlein, G., G., Ma, X., Eatherton, M., Hajjar, J., Krawinkler, H., Takeuchi, T. Wiley. 2011: 171–175
  • Tohoku Pacific Ocean Earthquake and Tsunami: Quick observations from the PEER/EERI/GEER/Tsunami Field Investigation Team Mahin, S., Deierlein, G., Mosqueda, G., Scawthorn, C., Youssef, H., Kramer, S. 2011
  • Seismic Design, Simulation and Shake Table Testing of Self-Centering Braced Frame with Controlled Rocking and Energy Dissipating Fuses , J.A. Blume Earthquake Engrg. Center, TR 174, Stanford Universit Ma, X., Krawinkler, H., Deierlein, G., G. 2011
  • Earthquake Engineering and Research Needs in the Planning, Design, Construction and Operation of Buildings Grand Challenges in Earthquake Engineering Research: A Community Workshop Report, National Research Council, invited and reviewed keynote presentation Deierlein, G., G. 2011: 58-64
  • Capacity Design in Seismic Resistant Steel Buildings – A Reliability-Based Methodology to Establish Capacity- Design Factors Eurosteel 2011, Budapest, Paper A-0380 Victorsson, V., K., Deierlein, G., G., Baker, J., W. 2011: 6
  • Assessing the Scale of Environmental Impacts from a Major California Earthquake Recovery Burton, H., Deierlein, G., G., Lepech, M. 2011
  • Shaking Table Test of Controlled Rocking Frames Using Multipurpose Testbed Eurosteel 2011, Budapest, Hungary, Paper A-0301 Takeuchi, T., Midorikawa, M., Kasai, K., Deierlein, G. 2011: 6
  • Nonlinear Structural Analysis for Seismic Design: A Guide for Practicing Engineers NEHRP Seismic Design Technical Brief 4, NIST GCR 10-917-5 Deierlein, G., G., Reinhorn, A., M., Wilford, M., R. 2011
  • NEES 2011 vision Report on Computational and Hybrid Simulation: Needs and Opportunities Committee on Simulation, Network for Earthquake Engineering Simulation Deierlein, G., G., Arduino, P., Assimaki, D., Caicedo, J., Dyke, S., Hachem, M. 2011
  • Local Cyclic Void Growth Criteria for Ductile Fracture Initiation in Steel Structures with Significant Yielding Eurosteel 2011, Budapest, Paper A-0380 Deierlein, G., G., Kanvinde, A., Myers, A., Fell, B. 2011: 6
  • Earthquake Engineering Research Needs in the Planning, Design, Construction and Operation of Buildings Invited white paper and keynote presentation, NRC Workshop on Grand Challenges in Earthquake Engineering Research, Beckman Center Deierlein, G., G. 2011: 13
  • Calibration of the SMCS Criterion for Ductile Fracture in Steels: Specimen Size Dependence and Parameter Assessment JOURNAL OF ENGINEERING MECHANICS-ASCE Myers, A. T., Kanvinde, A. M., Deierlein, G. G. 2010; 136 (11): 1401-1410

    View details for DOI 10.1061/(ASCE)EM.1943-7889.0000178

    View details for Web of Science ID 000283196700008

  • Benefit-Cost Evaluation of Seismic Risk Mitigation in Existing Non-ductile Concrete Buildings Workshop on Advances in Performances-Based Earthquake Engineering Deierlein, G., Liel, A. SPRINGER. 2010: 341–348

    View details for DOI 10.1007/978-90-481-8746-1_32

    View details for Web of Science ID 000281245600032

  • Large-Scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy-Dissipating Fuses Ma, X., Deierlein, G., G., Eatherton, M., Krawinkler, H., Hajjar, J., F., Takeuchi, T. 2010
  • Chapter 32: Benefit-Cost Evaluation of Seismic Risk Mitigation in Existing Non-Ductile Concrete Buildings Advances in Performance- Based Earthquake Engineering Deierlein, G., G., Liel, A., B. edited by Fardis, Springer, M. 2010: 1
  • Seismic Resilience of Self-Centering Steel Braced Frames with Replaceable Energy-Dissipating Fuses – Part I: Large-Scale Cyclic Testing Hajjar, J., Eatherton, M., Ma, X., Deierlein, G., G., Krawinkler, H., Billington, S., B. 2010
  • Example Application of the FEMA P695 (ATC-63) Methodology for the Collapse Performance Evaluation of Reinforced Concrete Special Moment Frame Systems Haselton, C., B., Liel, A., B., Deierlein, G., G. 2010
  • Seismic Resilience of Self-Centering Steel Braced Frames with Replaceable Energy-Dissipating Fuses – Part II: E-Defense Shake Table Test Deierlein, G., G., Ma, X., Hajjar, J., Eatherton, M., Krawinkler, H., Takeuchi, T. 2010
  • Design and behavior of steel shear plates with openings as energy-dissipating fuses J.A. Blume Earthquake Engineering Center, TR 173, Stanford University Ma, X., Borchers, E., Peña, A., Krawinkler, H., Billington, S., Deierlein, G. 2010
  • Hybrid Simulation Testing of a Controlled Rocking Steel Braced Frame System Eatherton, M., Hajjar, J., F., Deierlein, G., G., Ma, X., Krawinkler, H. 2010
  • Hybrid Simulation Testing of a Controlled Rocking Steel Braced Frame System Eatherton, M., Hajjar, J., Deierlein, G., G., Ma, X., Krawinkler, H. 2010
  • Seismic Design and Behavior of Steel Frames with Controlled Rocking – Part II: Large Scale Shake Table Testing and System Collapse Analysis ASCE Structures Congress 2010 Ma, X., Eatherton, M., Hajjar, J., Krawinkler, H., Deierlein, G., G. 2010: 10
  • Large-Scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy Dissipating Fuses Ma, X., Deierlein, M., Krawinkler, H., Hajjar, J., Takeuchi, T., Kasai, K. 2010
  • Nonlinear Analysis of Post-Tensioned Concrete Walls that Minimize Residual Drifts Under Seismic Loading Ohmura, T., Deierlein, G., G. 2010
  • Seismic Design and Behavior of Steel Frames with Controlled Rocking – Part I: Concepts and Quasi-Static Subassembly Testing ASCE Structures Congress 2010 Eatherton, M., Hajjar, J., Ma, X., Krawinkler, H., Deierlein, G., G. 2010: 10
  • Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings PEER/ATC Report 72-1, Applied Technology Council, Redwood City, CA Malley, J., O., Deierlein, G., G., Krawinkler, H., Maffei, J.R., Pourzanjani, M., Wallace, J. 2010: 242
  • Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors NIST GCR 10-917-8 Kircher, C., Deierlein, G., G., Hooper, J., Krawinkler, H., Mahin, S., Shing, B. 2010: 268
  • ASCE-41 and FEMA-351 Evaluation of E-Defense Collapse Test EARTHQUAKE SPECTRA Maison, B. F., Kasai, K., Deierlein, G. 2009; 25 (4): 927-953

    View details for DOI 10.1193/1.3224159

    View details for Web of Science ID 000271359600009

  • Effect of weld details on the ductility of steel column baseplate connections JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH Myers, A. T., Kanvinde, A. M., Deierlein, G. G., Fell, B. V. 2009; 65 (6): 1366-1373

    View details for DOI 10.1016/j.jcsr.2008.08.004

    View details for Web of Science ID 000265701800011

  • Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces JOURNAL OF STRUCTURAL ENGINEERING-ASCE Fell, B. V., Kanvinde, A. M., Deierlein, G. G., Myers, A. T. 2009; 135 (1): 19-32

    View details for DOI 10.1061/(ASCE)0733-9445(2009)135:1(19)

    View details for Web of Science ID 000263112500004

  • Preliminary Results of a Cost-Benefit Assessment of Replacing Seismically Vulnerable Non-Ductile Reinforced Concrete Frame Structures Liel, A., B., Deierlein, G., G. 2009
  • Why are large-scale experiments of structural components and systems needed? Invited Paper: First Joint Planning Meeting for the Second Phase of NEES/E-Defense Collaborative Research on Earthquake Engineering, PEER 2009/101, NSF Arlington, VA Deierlein, G., G. 2009: 3
  • Testing and Probablilistic Simulation of Ductile Fracture Initiation in Structural Steel Components and Weldments Blume Technical Report 170 Myers, A., T., Deierlein, G., G., Kanvinde, A. 2009: 386
  • International Collaborations on the Seismic Design and Behavior of Composite RCS Moment Frames Deierlein, G., G. 2009
  • Important Issues and Suggested Best Practices in Simulating Structural Collapse Due to Earthquakes: Modeling Decisions, Model Calibration and Numerical Solution Algorithms Haselton, C., B., Liel, A., B., Deierlein, G., G. 2009
  • ATC 63 Project Team, FEMA P695, Federal Emergency Management Agency Quantification of Building Seismic Performance Factor Deierlein, G., G. 2009: 421
  • Seismically Resilient Steel Braced Frame Systems with Controlled Rocking and Energy Dissipating Fuses Deierlein, G., G., Hajjar, J., Eatherton, M., Billington, S., Krawinkler, H., Ma, X. 2009
  • Collaborative Research on Development of Innovative Steel Braced Frame Systems with Controlled Rocking and Replaceable Fuses Deierlein, G., G., Ma, X., Eatherton, M., Krawinkler, H., Billington, S., Hajjar, J. 2009
  • The Mw 7.6 Western Sumatra Earthquake of September, 30, 2009 EERI Special Earthquake Report Deierlein, G., G., Alexander, N., Cedillos, V., Comfort, L., Hart, T., Hausler, E. 2009: 12
  • Engineering Challenges: Socio-economic considerations in earthquake engineering Invited Paper: First Joint Planning Meeting for the Second Phase of NEES/E-Defense Collaborative Research on Earthquake Engineering, PEER 2009/101, NSF Arlington, VA Deierlein, G., G. 2009: 3
  • Dynamic analysis based seismic performance quantification of steel corrugated shear wall system The Twelfth International Conf. on Civil, Structural and Environmental Engineering Computing (CC2009), Portugal, Civil-Com Press Vigh, L., G., Deierlein, G., G., Miranda, E., Liel, A., B., Tipping, S. 2009: 15
  • Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings STRUCTURAL SAFETY Liel, A. B., Haselton, C. B., Deierlein, G. G., Baker, J. W. 2009; 31 (2): 197-211

    View details for DOI 10.1016/j.strusafe.2008.06.002

    View details for Web of Science ID 000262421600014

  • Validation of cyclic void growth model for fracture initiation in blunt notch and dogbone steel specimens JOURNAL OF STRUCTURAL ENGINEERING-ASCE Kanvinde, A. M., Deierlein, G. G. 2008; 134 (9): 1528-1537

    View details for DOI 10.1061/(ASCE)0733-9445(2008)134:9(1528)

    View details for Web of Science ID 000258488400011

  • Comparing Seismic Collapse Safety of Modern and Existing Reinforced Concrete Frame Structures in California 2008 ASCE-SEI Structure’s Congress 2008: Crossing Borders, Paper 246 Liel, A., B., Haselton, C., B., Deierlein, G., G. 2008: 8
  • Quantification of Building System Performance and Response Parameters Deierlein, G., G. 2008
  • Seismic Performance of Steel Corrugated Shear Wall: Analytical Model Calibration and Performance Qualification Vigh, L., G., Deierlein, G., G., Miranda, E., Tipping, S. 2008
  • Assessing Building System Collapse Performance and Associated Design Requirements for Seismic Design Deierlein, G., G., Liel, A., B., Haselton, C., B., Kircher, C., A. 2008
  • Comparative Assessment of Collapse Safety of Reinforced-Concrete Moment Frame Buildings Liel, A., B., Haselton, C., B., Deierlein, G., G. 2008
  • Controlled Rocking of Steel Framed Buildings as a Sustainable New Technology for Seismic Resistance in Buildings Creating and Renewing Urban Structures, Chicago, Illinois, International Association for Bridge and Structural Engineering, Zurich, Switzerland Hajjar, J., F., Eatherton, M., Deierlein, G., G., Ma, X., Pena, A., Krawinkler, H. in press. 2008: 10
  • Assessing the Collapse Risk of California's Existing Reinforced Concrete Frame Structures: Metrics for Seismic Safety Decisions Blume Technical Report 166 Liel, A., B., Deierlein, G., G. 2008: 315
  • Seismic Response of Steel Controlled Rocking Frames with Replaceable Energy-Dissipating Fuses Eatherton, M., Hajjar, J., F., Deierlein, G., G., Krawinkler, H., Billington, S., Ma, X. 2008
  • Study of Building Collapse for Performance-Based Design Validation 2008 ASCE-SEI Structure’s Congress 2008: Crossing Borders, Paper 244 Maison, B., Kasai, K., Deierlein, G., G. 2008: 10
  • Example Evaluation of the ATC-63 Methodology for Reinforced Concrete Steel Moment Frame Buildings 2008 ASCE-SEI Structure’s Congress 2008: Crossing Borders, Paper 49 Haselton, C., B., Liel, A., B., Deierlein, G., G. 2008: 10
  • ATC 63 Methodology for Evaluating Seismic Collapse Safety of Archetype Buildings 2008 ASCE-SEI Structure’s Congress 2008: Crossing Borders, Paper 48 Deierlein, G., G., Liel, A., B., Haselton, C., B., Kircher, C., A. 2008: 10
  • Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - from seismic hazard to collapse safety and economic losses EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Goulet, C. A., Haselton, C. B., Mitrani-Reiser, J., Beck, J. L., Deierlein, G. G., Porter, K. A., Stewart, J. P. 2007; 36 (13): 1973-1997

    View details for DOI 10.1002/eqe.694

    View details for Web of Science ID 000250650100010

  • Strength design criteria for steel members at elevated temperatures JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH Takagi, J., Deierlein, G. G. 2007; 63 (8): 1036-1050

    View details for DOI 10.1016/j.jcsr.2006.10.005

    View details for Web of Science ID 000247520500004

  • Cyclic void growth model to assess ductile fracture initiation in structural steels due to ultra low cycle fatigue JOURNAL OF ENGINEERING MECHANICS-ASCE Kanvinde, A. M., Deierlein, G. G. 2007; 133 (6): 701-712

    View details for DOI 10.1061/(ASCE)0733-9399(2007)133:6(701)

    View details for Web of Science ID 000248648300010

  • Finite-element simulation of ductile fracture in reduced section pull-plates using micromechanics-based fracture model JOURNAL OF STRUCTURAL ENGINEERING-ASCE Kanvinde, A. M., Deierlein, G. G. 2007; 133 (5): 656-664

    View details for DOI 10.1061/(ASCE)0733-9445(2007)133:5(656)

    View details for Web of Science ID 000245771600007

  • A Cyclic Void Growth Model to Assess Ductile Fracture Initiation in Structural Steels Due to Ultra Low Cycle Fatigue EM, ASCE Kanvinde, A., Deierlein, G., G. 2007; 6 (133): 701-712
  • Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings ASCE Structures Congress 2007, Long Beach, CA Haselton, C., B., Liel, A., B., Dean, B., S., Chou, J., H., Deierlein, G., G. 2007
  • Finite Element Simulation of Ductile Fracture in Reduced Section Pull Plates using Micromechanics-based Fracture Models JSE, ASCE Kanvinde, A., Deierlein, G., G. 2007; 5 (133): 656-664
  • Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings PEER Technical Report 200703 Haselton, C., B., Liel, A., B., Lange, S., T., Deierlein, G.G. 2007: 152
  • Assessing Seismic Collapse Safety of Modern Reinforced Concrete Moment Frame Buildings Blume Center Technical Report (also appears as PEER Report 2007/03, www.peer.berkeley.edu) Haselton, C., Deierlein, G., G. 2007: 281
  • Experimental and analytical investigations of net-section fracture in brace-gusset plate connections ASCE Structures Congress 2007, Long Beach, CA Fu., X., Fell, B., V., Kanvinde, A., M., Myers, A., T. 2007
  • Stability Investigation of Steel Members and Frames Under Fire Conditions Takagi, J., Deierlein, G., G. 2007
  • Physics based continuum models to simulate fracture and Ultra-Low Cycle Fatigue in Steel Structures ASCE Structures Congress 2007, Long Beach, CA Kanvinde, A., M., Deierlein, G., G. 2007
  • Large scale tests and micromechanics-based models to characterize Ultra Low Cycle Fatigue in welded structural details ASCE Structures Congress 2007, Long Beach, CA Myers, A., T., Kanvinde, A., M., Deierlein, G., G., Fell, B., V., Fu., X. 2007
  • An Assessment to Benchmark the Seismic Performance of a Code-Conforming Reinforced Concrete Moment-Frame Building PEER Technical Report, www.peer.berkeley.edu Haselton, C., B., Goulet, C., A., Mitrani-Reiser, J., Beck, J., Deierlein, G., G., Porter, K., A. 2007: 382
  • Void growth model and stress modified critical strain model to predict ductile fracture in structural steels JOURNAL OF STRUCTURAL ENGINEERING-ASCE Kanvinde, A. M., Deierlein, G. G. 2006; 132 (12): 1907-1918

    View details for DOI 10.1061/(ASCE)0733-9445(2006)132:12(1907)

    View details for Web of Science ID 000242430100007

  • Analytical models for the seismic performance of gypsum drywall partitions EARTHQUAKE SPECTRA Kanvindea, A. M., Deierlein, G. G. 2006; 22 (2): 391-411

    View details for DOI 10.1193/1.2191927

    View details for Web of Science ID 000238376100006

  • Prediction of ductile fracture in steel connections using SMCS criterion JOURNAL OF STRUCTURAL ENGINEERING-ASCE Chi, W. M., Kanvinde, A. M., Deierlein, G. G. 2006; 132 (2): 171-181

    View details for DOI 10.1061/(ASCE)0733-9445(2006)132:2(171)

    View details for Web of Science ID 000234814600002

  • Buckling and Fracture of Concentric Braces Under Inelastic Loading, Steel TIPS Report Structural Steel Education Council, http://www.steeltips.org Fell, B., Kanvinde, A., Deierlein, G., G., Meyers, A., Fu, X. 2006: 74
  • Toward the Codification of Modeling Provisions for Simulating Structural Collapse 8NCEE, San Francisco, paper 1348 Haselton, C., B., Deierlein, G., G. 2006: 10
  • How have changes in building code provisions for reinforced concrete buildings improved seismic safety? Liel, A., Haselton, C., B., Deierlein, G., G. 2006
  • Testing and Simulation of Ultra-Low Cycle Fatigue and Fracture in Steel Braces 8NCEE, San Francisco, paper 587 Fell, B., Meyers, A., Kanvinde, A., Deierlein, G., G. 2006: 10
  • Evaluation of the Seismic Performance of a Code-Conforming Reinforced-Concrete Frame Building - Part II: Loss Estimation 8NCEE, San Francisco, paper 969 Mitrani-Reiser, J., Haselton, C., B., Goulet, C., Porder, K., Beck, J., Deierlein, G., G. 2006: 10
  • Evaluation of the Seismic Performance of a Code-Conforming Reinforced- Concrete Frame Building - Part I: Ground Motion Selection and Structural Collapse Simulation 8NCEE, San Francisco, paper 1576 Goulet, C., Haselton, C., B., Mitrani-Reiser, J., Deierlein, G., G., Stewart, J., P., Taciroglu, E. 2006: 10
  • The effectiveness of seismic building code provisions on reducing the collapse risk of reinforced concrete moment frame buildings Liel, A., Haselton, C., B., Deierlein, G., G. 2006
  • Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion JSE, ASCE Chi, W-M., Kanvinde, A., Deierlein, G., G. 2006; 2 (132): 171-181
  • PEER Year 9 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA Moehle, J., Deierlein, G., G. 2006: 130
  • Implementation and Validation of Cumulative Damage Models for Structural Performance Assessment 8NCEE, San Francisco, A, paper 1540 Altoontash, A., Cordova, P., P., Deierlein, G., G. 2006: 10
  • Composite Moment Frames Concrete International Deierlein, Gregory, G., Cordova, P., Tsai, K., Chen, C., Lai, W. 2005; 5 (27): 39–44
  • Probabilistic Methodology for Performance-Based Fire Engineering Hamilton, S., Deierlein, G., G. 2005
  • Benchmarking the Collapse Safety of Code-Compliant Reinforced Concrete Moment Frame Building Systems Deierlein, G., G., Haselton, C., B. 2005
  • Developing Consensus on Provisions to Evaluate Collapse of Reinforced Concrete Buildings Deierlein, G., G., Haselton, C. 2005
  • Validation of the Seismic Performance of Composite RCS Frames: Full-Scale Testing, Analysis and Seismic Design Technical Report 154, Blume Earthquake Engineering Center Cordova, P., Deierlein, G., G. 2005: 405
  • Benchmarking Seismic Performance of Reinforced Concrete Frame Buildings Deierlein, G., G., Haselton, C. 2005
  • PEER Year 8 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA Moehle, J., Deierlein, G., G. 2005: 130
  • Overview of US-Japan research on the seismic design of composite reinforced concrete and steel moment frame structures JOURNAL OF STRUCTURAL ENGINEERING-ASCE Deierlein, G. G., Noguchi, H. 2004; 130 (2): 361-367

    View details for DOI 10.1061/(ASCE)0733-9445(2004)130:2(361)

    View details for Web of Science ID 000188535100023

  • Direct Analysis Method for Stability Design of Steel Framed Buildings The Structural Engineer Deierlein, G., G. 2004: 24-28
  • Prediction of Ductile Fracture in Steel Moment Connections During Earthquakes Using Micromechanical Fracture Models Kanvinde, A., Deierlein, G., G. 2004
  • Overview of a Comprehensive Framework for Earthquake Performance Assessment Deierlein, G., G. 2004
  • Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 1 – Design, Construction and Testing Chen, C. H., Lai, W. C., Cordova, P., *Deierlein, G., G., Tsai, K. C. 2004
  • Micromechanical Simulation of Earthquake Induced Fractures in Steel Structures, Blume TR 145 Blume Earthquake Engineering Center Kanvinde, A., Deierlein, G., G. 2004: 290
  • Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 2 – Analysis and Design Implications Cordova, P., Deierlein, G., G., Chen, C. H., Lai, W. C., Tsai, K. C. 2004
  • A Framework Methodology for Performance-Based Earthquake Engineering Moehle, J., P., Deierlein, G., G. 2004
  • Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 2 – Analysis and Design Implications Cordova, P., Deierlein, G., G., Chen, C. H., Lai, W. C., Tsai, K. C. 2004
  • Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 1 – Design, Construction and Testing Chen, C. H., Lai, W. C., Cordova, P., Deierlein, G., G., Tsai, K. C. 2004
  • PEER Year 7 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA Moehle, J., Deierlein, G., G. 2004: 130
  • A Framework for Performance Based Earthquake Engineering Deierlein, G., G., Krawinkler, H., K., Cornell, C., A. 2003
  • Pseudo-dynamic test of full scale RCS Frame: Part 2 – Analysis and Design Implications Cordova, P., Chen, C., H., Lai, W., C., Deierlein, G., G., Tsai, K., C. 2003
  • Pseudo-dynamic test of full scale RCS Frame: Part 1 – Design, Construction, Testing Chen, C., H., Lai, W., C., Cordova, P., Deierlein, G., G., Tsai, K., C. 2003
  • Seismic Performance of Gypsum Walls – Analytical Investigation CUREe-Caltech Woodframe Project Report W-23, Consortium of Universities for Earthquake Engineering, Richmond, CA Kanvinde, A., Deierlein, G., G. 2003: 122
  • PEER Year 6 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA. Moehle, J., Deierlein, G., G. 2003: 83
  • Background and Illustrative Examples on Proposed Direct Analysis Method for Stability Design of Moment Frames Report on behalf of AISC TC 10 to AISC Specification Committee Deierlein, G., G. 2003: 17
  • A design model of joints between steel beams and reinforced concrete columns: a study on strength evaluation of RCS joints: Part 2 Jl. of Structural and Construction Engineering, Architectural Institute of Japan, Tokyo Kanno, R., Deierlein, G. 2002; 555: 177-184
  • Micromechanical Models for Predicting Ductile Crack Initiation in Metals Kanvinde, A., Deierlein, G., G., Chi, W., M. 2002
  • Proposed New Requirements for Frame Stability Using Second-Order Analysis Deierlein, G., G., Hajjar, J., F., Yura, J., A., White, D., W., Baker, W., F. 2002
  • Generalized Hinge Models with Strength and Stiffness Degradation Kaul, R., Deierlein, G., G. 2002
  • Seismic Design and Performance Assessment of Composite Steel-Concrete Moment Frames Cordova, P., Deierlein, G., G. 2002
  • Methodology and Simulation Models for Performance-Based Earthquake Engineering The Third U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, PEER 2002/02 Deierlein, G., G., Kaul, R. 2002: 203-212
  • Evaluation of existing strength models for RCS joints and consideration toward improved modeling: a study on strength evaluation of RCS joints: Part 1 Jl. of Structural and Construction Engrg., Arch. Institute of Japan, Tokyo Kanno, R., Deierlein, G. 2002; 553: 135-142
  • Probabilistic Aspects of Performance-Based Engineering Methodologies for Fires and Earthquakes Hamilton, *Scott, R., Menun, Charles, A., Deierlein, Gregory, G. 2002
  • PEER Year 5 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA Moehle, J., Deierlein, G., G. 2002: 5
  • Seismic damage and collapse assessment of composite moment frames JOURNAL OF STRUCTURAL ENGINEERING-ASCE Mehanny, S. S., Deierlein, G. G. 2001; 127 (9): 1045-1053

    View details for Web of Science ID 000170635800010

  • Nonlinear analysis of mixed steel-concrete frames. I: Element formulation JOURNAL OF STRUCTURAL ENGINEERING-ASCE El-Tawil, S., Deierlein, G. G. 2001; 127 (6): 647-655

    View details for Web of Science ID 000168903700008

  • Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification JOURNAL OF STRUCTURAL ENGINEERING-ASCE El-Tawil, S., Deierlein, G. G. 2001; 127 (6): 656-665

    View details for Web of Science ID 000168903700009

  • Stiffness modeling of reinforced concrete beam-columns for frame analysis ACI STRUCTURAL JOURNAL Mehanny, S. S., Kuramoto, H., Deierlein, G. G. 2001; 98 (2): 215-225

    View details for Web of Science ID 000167594100010

  • Seismic Design of Composite Moment-Framed Buildings – Case Studies and Code Implications Mehanny, S., S., Cordova, P., Deierlein, G., G. 2001
  • Micromechanical Simulation of Earthquake-Induced Fractures in Steel Structures Deierlein, G., G., Kanvinde, A., M. 2001
  • Design Model for Joints of RCS Frames Kanno, R., Deierlein, G., G. 2001
  • Fracture toughness demands in welded beam-column moment connections JOURNAL OF STRUCTURAL ENGINEERING-ASCE Chi, W. M., Deierlein, G. G., Ingraffea, A. 2000; 126 (1): 88-97

    View details for Web of Science ID 000084250500013

  • Seismic damage indices and near-collapse performance assessment in composite moment frames 6th ASCCS International Conference on Steel-Concrete Composite Structures Mehanny, S. S., Deierlein, G. G. UNIV SOUTHERN CALIFORNIA, SCHOOL ENGN, DEPT CIVIL ENGN. 2000: 111–118

    View details for Web of Science ID 000189133100012

  • On Assessing Near Collapse in Seismic Performance-Based Design Deierlein, G., G., Mehanny, S., F. 2000
  • Fracture Toughness Demands in Standard and Reduced Beam Section Welded Moment Connections Chi, W, M., Deierlein, G., G. 2000
  • Research on RC/SRC Column Systems Deierlein, G., G., Noguchi, H. 2000
  • Development of A two-Parameter Seismic Intensity Measure and Probabilistic Assessment Procedure Cordova, P., Deierlein, G., G., Mehanny, S., S.F., Cornell, C., A. 2000
  • Seismic Damage Indices and Near-Collapse Performance Assessment in Composite Moment Frames Mehanny, S., F., Deierlein, G., G. 2000
  • Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections Tech. Report 135, J.A. Blume Earthquake Engrg. Center, Stanford, CA Deierlein, G., G., Chi, W., M 2000
  • Recent Research on Seismic Design and Performance Assessment of Composite Steel-Concrete Moment Frames Deierlein, G., G., Cordova, P., Mehanny, S., S. edited by Loh, C., Liao, W. 2000
  • New Provisions for the Seismic Design of Composite and Hybrid Structures Earthquake Spectra, EERI Deierlein, G., G. 2000; 1 (16): 163-178
  • Assessing Seismic Performance of Composite (RCS) and Steel Moment Framed Buildings Mehanny, S., F., Deierlein, G., G. 2000
  • Modeling and Assessment of Seismic Performance of Composite Frames with Reinforced Concrete Columns and Steel Beams Tech. Report 135, J.A. Blume Earthquake Engrg. Center, Stanford, CA Mehanny, S., S., Deierlein, G., G. 2000
  • Fracture Toughness Demands in Seismically Designed Beam-to-Column Connections Fatigue and Fracture Mechanics: 30th Volume, ASTM STP 1360, ASTM, West Conshohocken, PA Chi, W, M., Deierlein, G., G., Ingraffea, A., R. 2000: 439-455
  • Analysis Models for Mixed Steel-Concrete Space Frames Part I – Beam-Column Element Formulation JSE, ASCE El-Tawil, S., Deierlein, G., G. 2000; 6 (127): 647-655
  • Analysis Models for Mixed Steel-Concrete Space Frames Part II – Implementation and Verification JSE, ASCE El-Tawil, S., Deierlein, G., G. 2000; 6 (127): 656-666
  • Finite-element fracture analyses of welded beam-column connections 30th National Symposium on Fatigue and Fracture Mechanics Chi, W. M., Deierlein, G. G., Ingraffea, A. R. AMERICAN SOCIETY TESTING AND MATERIALS. 2000: 439–455

    View details for Web of Science ID 000085119500029

  • Strength and ductility of concrete encased composite columns JOURNAL OF STRUCTURAL ENGINEERING-ASCE El-Tawil, S., Deierlein, G. G. 1999; 125 (9): 1009-1019

    View details for Web of Science ID 000082007200009

  • Fracture Toughness Demands in Welded Moment Connections Invited seminar at California Institute of Technology Deierlein, G., G. 1999
  • Stress-resultant plasticity for frame structures JOURNAL OF ENGINEERING MECHANICS-ASCE El-Tawil, S., Deierlein, G. G. 1998; 124 (12): 1360-1370

    View details for Web of Science ID 000077022900009

  • Inelastic analyses of a 17-story steel framed building damaged during Northridge US-Japan Seminar on Innovations in Stability Concepts and Methods for Seismic Design in Structural Steel Chi, W. M., El-Tawil, S., Deierlein, G. G., Abel, J. F. ELSEVIER SCI LTD. 1998: 481–95

    View details for Web of Science ID 000071583600026

  • Applications of High Performance Computing to Seismic Hazard Mitigation DIANA World, DIANA Analysis bv, Delft, Netherlands Deierlein, G., G., Grigoriu, M., D., Ingraffea, A., R., Billington, S., L. 1998
  • Seismic Design, Analysis and Behavior of Composite (RCS) Moment Frames Mehanny, S., S., Deierlein, G., G. 1998
  • Bearing Strength of Joints Between Steel Beams and Reinforced Concrete Columns Kanno, R., Deierlein, G., G. 1998
  • Transfer and Development Length Tests of Prestressing Strand Struct. Engrg. Report 98-2, Cornell University, Ithaca, NY Ribble, S., Deierlein, G., G., White, R., N. 1998
  • Summary of SAC Case Study Building Analyses Jl. of Constructed Facilities, ASCE Deierlein, G., G. 1998; 4 (12): 202-212
  • Performance Based Design: Structural Acceptance Criteria Deierlein, G., G. 1998
  • Analytical Tools: Challenges, Hurdles and Opportunities Deierlein, G., G. 1998
  • Computational Fracture Mechanics of Welded Moment Connections Chi, W, M., Deierlein, G., G., Ingraffea, A., R. 1998
  • Plasticity Model for Hybrid Steel-Concrete Frames El-Tawil, S., Deierlein, G., G. 1998
  • New Provisions for the Seismic Design of Composite Structures Deierlein, G., G. 1998
  • Fracture Behavior in Seismically Designed Welded Connections Invited seminar at SUNY Buffalo Deierlein, G., G. 1998
  • Design Guide for Partially Restrained Composite Connections JSE, ASCE Darwin, D., Clawson, W., C., Donahey, R., C., Deierlein, G., G., Easterling, E., S., Hooper, I. 1998; 10 (124): 1099-1114
  • Design Criteria for Composite Steel-Concrete Construction: Current Status and Future Needs Hybrid and Composite Structures, SP-174, American Concrete Institute Deierlein, G., G., Leon, R. 1998: 113-138
  • An Examination of Stress Resultant Plasticity for Frame Structures Jl. of Engrg. Mechanics, ASCE El-Tawil, S., Deierlein, G., G. 1997; 12 (124): 1360-1370
  • Nonlinear Transient Analysis of 3D Multistory Moment-Frame Buildings Chi, W., M., El-Tawil, S., Deierlein, G., G., Abel, J., F 1997
  • Analyses of Nine Steel Moment Frame Buildings Affected by the Northridge Earthquake Deierlein, G., G. 1997
  • Section 2.5- Methods of Analysis; Section 6.4 - Beam-to-Column Moment Connections; Section 6.7.2- Steel Brace to Composite Columns Composite Construction: Design for Buildings Deierlein, G., G. edited by Colaco, V., Griffis, F. ASCE & McGraw Hill.. 1997: 1
  • Frame Stability Chapter 16 of the 5th Edition of the Guide to the Stability of Metal Structures Deierlein, G., G., White, D., W. Structural Stability Research Council and J. Wiley. 1997: 594–668
  • Recorded Seismic response of a 13-Story Steel Moment Frame Damaged in the 1994 Northridge Earthquake Sezen, H., Deierlein, G., G., Celebi, M. 1997
  • Steel-Framed Structures Deierlein, G., G. 1997
  • Seismic Design of Composite and Hybrid Steel-Concrete Structures Transportation Research Board, 1997 Annual Meeting, Washington, DC Deierlein, G., G. 1997
  • Seismic Design and Performance of RCS Moment Frames Fourth JTCC-Hybrid Meeting, US-Japan Cooperative Program, Monterey, CA, Deierlein, G., G., Kuramoto, H., Mehanny, S. 1997: 9
  • Proposed Ground Motions for Dynamic Analyses Fourth JTCC-Hybrid Meeting, US-Japan Cooperative Program, Monterey, CA Deierlein, G., G., Mehanny, S. 1997: 12
  • Inelastic Seismic Analysis of a 17 Story Steel Building Damaged in Northridge Engineering Structures, Elsevier Chi, W., M., El-Tawil, S., Deierlein, G., G., Abel, J., F. 1997; 20 (4-6): 481-495
  • Finite Element Fracture Mechanics Study of Welded Beam-Column Connections SEAONC 1997 Spring Seminar, San Francisco Chi, W., M., Deierlein, G., G., Ingraffea, A., R. 1997: 53
  • Finite Element Fracture Mechanics Study of Welded Beam-Column Connections US-Japan Workshop on Fracture in Steel Structures, San Francisco Deierlein, G., G. 1997
  • Finite Element Fracture Analyses of Welded Steel Connections SAC/BD-97/05, NISEE Chi, W., M., Deierlein, G., G., Ingraffea, A., R. 1997: 167
  • Inelastic Analyses of a High-Rise Steel Moment Frame Building Damaged in the Northridge Earthquake Struct. Engrg. Report, Cornell University, Ithaca, NY Chi, W, M., El-Tawil, S., Deierlein, G., G., Abel, J., F. 1996
  • Frame stability under seismic leads North-American Session of the 5th International Colloquium on Stability of Metal Structures/ASCE Structures Congress - Future Direction in Stability Research and Design Deierlein, G. G., Krawinkler, H. STRUCTURAL STABILITY RESEARCH COUNCIL. 1996: 31–32

    View details for Web of Science ID A1996BF89G00004

  • Inelastic analysis of mixed steel-concrete systems North-American Session of the 5th International Colloquium on Stability of Metal Structures/ASCE Structures Congress - Future Direction in Stability Research and Design ELTAWIL, S., Deierlein, G. G. STRUCTURAL STABILITY RESEARCH COUNCIL. 1996: 53–62

    View details for Web of Science ID A1996BF89G00007

  • Nonlinear frame analysis with torsional-flexural member behavior North-American Session of the 5th International Colloquium on Stability of Metal Structures/ASCE Structures Congress - Future Direction in Stability Research and Design ATTALLA, M. R., Deierlein, G. G., McGuire, W. STRUCTURAL STABILITY RESEARCH COUNCIL. 1996: 11–19

    View details for Web of Science ID A1996BF89G00002

  • Investigation of Beam Rotation Capacity Using Finite Element Analysis Huang, P., C., Deierlein, G., G. 1996
  • Inelastic Models for Composite Moment Connections in RCS Frames El-Tawil, S., Kanno, R., Deierlein, G., G. 1996
  • Inelastic Analysis of Mixed Steel-Concrete Systems El-Tawil, S., Deierlein, G., G. 1996
  • Seismic Behavior of Composite (RCS) Beam-Column Joint Subassemblies Kanno, R., Deierlein, G., G. 1996
  • Nonlinear Frame Analysis with Torsional-Flexural Member Behavior Attalla, M., Deierlein, G., G., McGuire, W. 1996
  • Inelastic Dynamic Analysis of Mixed Steel-Concrete Space Frames Stuct. Engrg. Report 96-5, Cornell University, Ithaca, NY El-Tawil, S., Deierlein, G., G. 1996: 235
  • Fiber Element Analysis of Composite Beam-Column Cross Sections Stuct. Engrg. Report 96-6, Cornell University, Ithaca, NY El-Tawil, S., Deierlein, G., G. 1996: 81
  • Static Nonlinear Analysis for a Composite RCS Frame Third JTCC-Hybrid Meeting, US-Japan Cooperative Program, Hong Kong Kuramoto, H., Mehanny, S., Deierlein, G., G. 1996: 8
  • Nonlinear Analysis of a 13-Story Steel Moment Frame Building Damaged in the Northridge Earthquake Struct. Engrg. Report, Cornell University, Ithaca, NY Sezen, Deierlein, G., G. 1996
  • Inelastic Analysis and Behavior of Steel and Composite Structures Invited lecture for Colloquium on Advanced Plastic Analysis Methods for Frame Design, Sponsored by the Architectural Institute of Japan, Osaka, Japan Deierlein, G., G. 1995
  • An overview of codes, standards and guidelines for composite construction American-Society-of-Civil-Engineers 13th Structures Congress Leon, R. T., Deierlein, G. G. AMER SOC CIVIL ENGINEERS. 1995: 1297–1300

    View details for Web of Science ID A1995BE48Y00203

  • Overview of the 1994 NEHRP recommended provisions for the seismic design of composite structures American-Society-of-Civil-Engineers 13th Structures Congress Deierlein, G. G. AMER SOC CIVIL ENGINEERS. 1995: 1305–1308

    View details for Web of Science ID A1995BE48Y00205

  • Inelastic analysis and design of composite beam-columns American-Society-of-Civil-Engineers 13th Structures Congress ELTAWIL, S., Deierlein, G. G. AMER SOC CIVIL ENGINEERS. 1995: 1837–1840

    View details for Web of Science ID A1995BE48Y00299

  • EVALUATION OF ACI-318 AND AISC (LRFD) STRENGTH PROVISIONS FOR COMPOSITE BEAM-COLUMNS JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH ELTAWIL, S., SANZPICON, C. F., Deierlein, G. G. 1995; 34 (1): 103-123

    View details for Web of Science ID A1995RD73000005

  • Refined Plasticity Models for Steel Frame Analysis Attalla, M., McGuire, W., Deierlein, G., G. 1995
  • Overview of the 1994 NEHRP Recommended Provisions for Composite Structures Deierlein, G., G. 1995
  • Finite Rotation Effects in 3-D Frame Analysis Chen, C. S., Deierlein, G., G., McGuire, W. 1995
  • Summary of Building Analysis Studies Technical Report: Analytical and Field Investigations of Buildings Affected by the Northridge Earthquake of Jan. 17, 1994, SAC/FEMA Report 95-04 (pt. 1) Deierlein, G., G. 1995: 1-1 to 1-50
  • Inelastic Analysis and Design of Composite Beam-Columns El-Tawil, S., Deierlein, G., G. 1995
  • An Overview of Codes, Standards, and Guidelines for Composite Construction Leon, R., T., Deierlein, G., G. 1995
  • Inelastic Torsional-Flexural Effects in Steel Structures Dynamic Plasticity and Structural Behaviors Deierlein, G., G., McGuire, W., Attalla, M. edited by Tanimura, S., Khan, A., S. Gordon & Breach Publishers, Luxembourg. 1995: 451–454
  • Proposed Specification and Commentary for the Composite Joists and Trusses JSE, ASCE, NY Darwin, D., Clawson, W., C., Donahey, R., C., Deierlein, G., G., Leon, R., T. 1995; 4 (112): 350-358
  • Evaluation of ACI 318 and AISC (LRFD) Strength Provisions for Composite Columns Jl. of Const. Steel Research, Elsevier El-Tawil, S., Sanz-Picon, C., F., Deierlein, G., G. 1995; 34: 103-123
  • SPREAD OF PLASTICITY - QUASI-PLASTIC-HINGE APPROACH JOURNAL OF STRUCTURAL ENGINEERING-ASCE ATTALLA, M. R., Deierlein, G. G., McGuire, W. 1994; 120 (8): 2451-2473

    View details for Web of Science ID A1994NY32400012

  • Cyclic Behavior of Joints Between Steel Beams and Reinforced Concrete Columns Structures Congress 1994, ASCE, NY Kanno, R., Deierlein, G., G. 1994: 1137-1142
  • BSSC TS11 Composite Structures, New Chapter on Composite Structures NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings G., G., Deierlein, C., Astaneh, H., Leon, R., Malley, J., Yousseff, N. 1994
  • Spread of Plasticity - A Quasi-plastic Hinge Approach JSE, ASCE, NY Attalla, M., R., Deierlein, G., G., McGuire, W. 1994; 8 (120): 2451-2473
  • Guidelines for Design of Joints Between Steel Beams and Reinforced Concrete Columns JSE., ASCE Darwin, D., Clawson, W., C., Donahey, R., C., Deierlein, G., G., Leon, R., T., Sheikh, T., M. 1994; 8 (120): 2330-2357
  • Multimedia and Case Studies in Structural Engineering Computer Applications in Engineering Education Deierlein, G., G., Valenzuela, M., L., White, R., N. J. Wiley. 1993: 159–171
  • A Structural Engineering Education Image Database Valenzuela, M., L., Deierlein, G., G., White, R., N. 1993
  • COMMENTARY ON PROPOSED SPECIFICATION FOR STRUCTURAL-STEEL BEAMS WITH WEB OPENINGS (WITH DESIGN EXAMPLE) JOURNAL OF STRUCTURAL ENGINEERING-ASCE Darwin, D., DONAHEY, R. C., CLAWSON, W. C., Deierlein, G. G., Leon, R. T. 1992; 118 (12): 3325-3349

    View details for Web of Science ID A1992JZ46600007

  • PROPOSED SPECIFICATION FOR STRUCTURAL-STEEL BEAMS WITH WEB OPENINGS JOURNAL OF STRUCTURAL ENGINEERING-ASCE Darwin, D., DONAHEY, R. C., CLAWSON, W. C., Deierlein, G. G., Leon, R. T. 1992; 118 (12): 3315-3324

    View details for Web of Science ID A1992JZ46600006

  • INELASTIC LIMIT STATES DESIGN .1. PLANAR FRAME STUDIES JOURNAL OF STRUCTURAL ENGINEERING-ASCE Ziemian, R. D., McGuire, W., Deierlein, G. G. 1992; 118 (9): 2532-2549

    View details for Web of Science ID A1992JK54200015

  • Limit States Steel Design with Second-Order Inelastic Analysis: 3D High-rise Frame Study JSE, ASCE Ziemian, R., D., McGuire, W., Deierlein, G., G. 1992; 9 (118): 2550 - 2567
  • Design Guidelines for Joints Between Steel Beams and Reinforced Concrete Columns Deierlein, G., G. 1992
  • Computer-aided Design and Nonlinear Analysis of Steel Framed Structures Deierlein, G., G., McGuire, W. 1992
  • Research and Practice in the U.S. on Hybrid Subassemblages and Connections Deierlein, G., G. 1992
  • Design and Behavior of Composite Steel-Concrete Structures Deierlein, G., G. 1992
  • Static and Dynamic Analysis of Steel Frames With Nonlinear Connection and Joint Effects Deierlein, G., G., Zhao, Y. 1992
  • Use of Multimedia in a Sophomore Design Course Valenzuela, M., L., Deierlein, G., G., White, R., N. 1992
  • Proposed Specification and Commentary for Struc. Steel Beams with Web Openings JSE, ASCE Darwin, D., Donahey, R., C., Clawson, W., C., Deierlein, G., G., Leon, R., T. 1992; 12 (118): 3315-3349
  • Limit States Steel Design with Second-Order Inelastic Analysis: Planar Frame Studies JSE, ASCE Ziemian, R., D., McGuire, W., Deierlein, G., G. 1992; 9 (118): 2532 - 2549
  • Nonlinear Analysis of 3-D Frames with Semi-rigid Connections Using the Capacity Spectrum Method Technical Report NCEER-91-0008, National Center For Earthquake Engineering Research, SUNY Buffalo, NY Deierlein, G., G., Hsieh, S., H., Shen, Y., J., Abel, J., F. 1991
  • NONLINEAR-ANALYSIS OF 3-DIMENSIONAL STEEL FRAMES WITH SEMIRIGID CONNECTIONS COMPUTERS & STRUCTURES Hsieh, S. H., Deierlein, G. G. 1991; 41 (5): 995-1009

    View details for Web of Science ID A1991GT92400014

  • A 2-SURFACE CONCENTRATED PLASTICITY MODEL FOR ANALYSIS OF 3D FRAMED STRUCTURES 1991 ANNUAL TECHNICAL SESSION OF THE STRUCTURAL STABILITY RESEARCH COUNCIL : INELASTIC BEHAVIOR AND DESIGN OF FRAMES Deierlein, G. G., Zhao, Y. T., McGuire, W. STRUCTURAL STABILITY RESEARCH COUNCIL. 1991: 423–432

    View details for Web of Science ID A1991BU71S00038

  • School of Civil and Environmental Engineering Deierlein, G., G. edited by Abel, J., F., Deierlein, G., G. 1991
  • Nonlinear Analysis of Three-Dimensional Steel Frames with Semi-rigid Connections Computers and Structures Hsieh, S., H., Deierlein, G., G. Pergamon Press. 1991: 995–1010
  • Advances in Inelastic Analysis for the Seismic Design and Evaluation of Steel Structures Deierlein, G., G., McGuire, W., Abel, J., F. 1991
  • A Concentrated Plasticity Approach to Inelastic Design Deierlein, G., G., McGuire, W. 1991
  • A Case Study in Limit States Analysis and Design Ziemian, R., Deierlein, G., G., McGuire, W. 1991
  • A Two-Surface Concentrated Plasticity Mode for Analysis of 3D Framed Structures Deierlein, G., G., Zhao, Y., T., McGuire, W. 1991
  • Computer-Aided Design of Steel Structures with Flexible Connections Deierlein, G., G., Hsieh, S., H., Shen, Y., J. 1990
  • THE USE OF 2ND-ORDER INELASTIC ANALYSIS TO EVALUATE FRAME STABILITY FOR DESIGN 1990 ANNUAL TECHNICAL SESSION OF THE STRUCTURAL STABILITY RESEARCH COUNCIL : STABILITY OF BRIDGES Deierlein, G. G., McGuire, W. STRUCTURAL STABILITY RESEARCH COUNCIL. 1990: 345–356

    View details for Web of Science ID A1990BS05G00031

  • ONE APPROACH TO INELASTIC ANALYSIS AND DESIGN 1990 NATIONAL STEEL CONSTRUCTION CONF - FABRICATORS AND ENGINEERS, WORKING TOGETHER : TEAMWORK Ziemian, R. D., White, D. W., Deierlein, G. G., McGuire, W. AMER INST STEEL CONSTRUCTION. 1990: 303–322

    View details for Web of Science ID A1990BT62Z00019

  • Seismic Response of Steel Frames with Semi-Rigid Connections using the Capacity Spectrum Method Deierlein, G., G., Hsieh, S., H. 1990
  • Design of Beam-Column Connections for Composite-Framed Structures Deierlein, G., G., Sheikh, T., M., Jirsa, J., O., Yura, J., A. 1990
  • The Use of 2nd-Order Inelastic Analysis to Evaluate Frame Stability for Design Deierlein, G., G., McGuire, W. 1990
  • One Approach to Inelastic Analysis and Design Ziemian, R., White, D., W., Deierlein, G., G., McGuire, W. 1990
  • Computer-Aided Seismic Analysis and Design of Framed Structures Chrysostomou, C., Z., Zhao, Y., McGuire, W., Deierlein, G., G., Abel, J., F. 1990
  • BEAM-COLUMN MOMENT CONNECTIONS FOR COMPOSITE FRAMES .1. JOURNAL OF STRUCTURAL ENGINEERING-ASCE SHEIKH, T. M., Deierlein, G. G., Yura, J. A., Jirsa, J. O. 1989; 115 (11): 2858-2876

    View details for Web of Science ID A1989AX35300011

  • BEAM-COLUMN MOMENT CONNECTIONS FOR COMPOSITE FRAMES .2. JOURNAL OF STRUCTURAL ENGINEERING-ASCE Deierlein, G. G., SHEIKH, T. M., Yura, J. A., Jirsa, J. O. 1989; 115 (11): 2877-2896

    View details for Web of Science ID A1989AX35300012

  • Technical Manual to CU-QUAND Structural Engineering Report 89-14, School of Civil & Env. Engineering, Cornell University Zhao, Y., Deierlein, G., G., Abel, J., F., McGuire, W. 1989
  • Recent Research in Beam-Column Connections for Composite-Framed Structures Deierlein, G., G., Sheikh, T., M., Yura, J., A., Jirsa, J., O. 1989
  • Some Interactive Graphics and Parallel Processing for Earthquake Engineering Computer Utilization in Structural Engineering Deierlein, G., G., Abel, J., F., McGuire, W., Srivastav, S. edited by Nelson, J., K. ASCE, NY. 1989: 438–447
  • Programmers Manual to CU-PREPF, CU-STAND, and CU-QUAND Structural Engineering Report 89-15, School of Civil and Env. Engineering, Cornell University Hsieh, S., H., Zhao, Y., Deierlein, G., G., Abel, J., F. 1989
  • Part 2: Beam Column Moment Connections for Composite Frames JSE, ASCE Deierlein, G., G., Sheikh, T., M., Yura, J., A., Jirsa, J., O. 1989; 11 (115): 2877-2896
  • Part 1: Beam-Column Moment Connections for Composite Frames JSE, ASCE Sheikh, T., M., Deierlein, G., G., Yura, J., A., Jirsa, J., O. 1989; 11 (115): 2859-2876
  • Illustrated Primer to CU-PREPF, CU-STAND, and CU-QUAND Structural Engineering Report 89-12, School of Civil and Env. Engineering, Cornell University McGuire, W., Deierlein, G., G., Sooi, T., K., Zhao, Y. 1989
  • Technical Manual to CU-STAND Structural Engineering Report 89-13, School of Civil and Env. Engineering, Cornell University Hsieh, S., H., Deierlein, G., G., McGuire, W., Abel, J., F. 1989
  • Design of Moment Connections for Composite Framed Structures PMFSEL Report No. 88-1, The University of Texas Deierlein, G., G., Yura, J., A., Jirsa, J., O. 1988
  • Design of Composite Connections Between Steel Beams and Reinforced Concrete Columns Deierlein, G., G., Sheikh, T., M., Yura, J., A., Jirsa, J., O. 1988
  • Controlled Rocking of Steel-Framed Buildings with Replaceable Energy Dissipating Fuses Invited Presentations: (1) Disaster Prevention Research Institute of Kyoto University (12/21/09), (2) PEER Annual Meeting, San Francisco (12/16/09), (3) UC Berkeley Fall Seminar (9/2010), (4) NEES Annual meeting, San Francisco (10/2010), (5) NSF-CMMI Annual Meeting, Atlanta Deierlein, G., G. 2009, 2010, 2011