Gregory Deierlein
John A. Blume Professor in the School of Engineering
Civil and Environmental Engineering
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
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Professor, Civil and Environmental Engineering
Administrative Appointments
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Director, John A. Blume Earthquake Engineering Center (2002 - Present)
Honors & Awards
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Honorary Member, Earthquake Engineering Research Institute (2023)
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Honorary Member, Structural Engineers Association of Northern California (2022)
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Distinguished Member, American Society of Civil Engineers (2019)
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Shortridge Hardesty Award, American Society of Civil Engineers (2018)
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Academy of Distinguished Alumni, Department of Civil and Environmental Engineering, UC Berkeley (2016)
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Distinguished Lectureship, Earthquake Engineering Research Institute (2016)
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Krawinkler Award, Structural Engineers Association of Northern California (2016)
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Lifetime Achievement Award, American Institute of Steel Construction (2016)
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Mosseiff Award, American Society of Civil Engineers (2016)
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Academy of Distinguished Alumni, Department of Civil and Environmental Engineering, UT Austin (2014)
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Earthquake Spectra - Outstanding Paper Award, Earthquake Engineering Research Institute (2013, 2009)
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Elected Member, National Academy of Engineering (2013)
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Breakthrough Award, Popular Mechanics (2010)
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Top 25 Newsmakers of 2009, Engineering News-Record (2009)
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Norman Medal, American Society of Civil Engineers (2008, 2002, 1994)
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Raymond Reese Research Prize, American Society of Civil Engineers (2003, 1991)
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Special Achievement Award, American Institute of Steel Construction (2003)
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State-of-the-Art Award, American Society of Civil Engineers (2000,1995)
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Huber Research Prize, American Society of Civil Engineers (2000)
Boards, Advisory Committees, Professional Organizations
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Member, Board of Directors, Earthquake Engineering Research Institute (2016 - 2020)
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Member, National Academy of Engineering (2013 - Present)
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Member, Board of Trustees, Geohazards International (2016 - Present)
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Member, Specification Committee, American Institute of Steel Construction (1992 - Present)
Professional Education
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PhD, University of Texas, Austin (1988)
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MS, University of California at Berkeley (1982)
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BS, Cornell University (1981)
2024-25 Courses
- Advanced Structural Analysis
CEE 280 (Aut) -
Independent Studies (8)
- Advanced Engineering Problems
CEE 399 (Aut, Win, Spr) - Directed Reading or Special Studies in Civil Engineering
CEE 198 (Aut, Win, Spr) - Independent Project in Civil and Environmental Engineering
CEE 199L (Aut, Win, Spr) - Independent Project in Civil and Environmental Engineering
CEE 299L (Aut, Win, Spr) - Independent Study in Civil Engineering for CEE-MS Students
CEE 299 (Aut, Win, Spr) - Report on Civil Engineering Training
CEE 398 (Aut, Win, Spr) - Undergraduate Honors Thesis
CEE 199H (Aut, Win, Spr) - Undergraduate Research in Civil and Environmental Engineering
CEE 199 (Aut, Win, Spr)
- Advanced Engineering Problems
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Prior Year Courses
2023-24 Courses
- Advanced Structural Analysis
CEE 280 (Aut) - Nonlinear Structural Analysis
CEE 282 (Win) - Seismic Design Workshop
CEE 83 (Aut) - Structural Design
CEE 182 (Win)
2022-23 Courses
- Advanced Structural Analysis
CEE 280 (Aut) - Nonlinear Structural Analysis
CEE 282 (Win) - Structural Design
CEE 182 (Win)
2021-22 Courses
- Advanced Structural Analysis
CEE 280 (Aut) - Nonlinear Structural Analysis
CEE 282 (Win)
- Advanced Structural Analysis
Stanford Advisees
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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
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Generalised component method for bolted bearing type connections incorporating block shear failure
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2024; 220
View details for DOI 10.1016/j.jcsr.2024.108849
View details for Web of Science ID 001260721400001
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Measurement of strengths and fracture initiation strains of weld metal and HAZ in steel joints using miniature coupons
ENGINEERING FRACTURE MECHANICS
2024; 307
View details for DOI 10.1016/j.engfracmech.2024.110293
View details for Web of Science ID 001275632600001
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Generalised component method for bolted bearing type connections
STEEL CONSTRUCTION-DESIGN AND RESEARCH
2024
View details for DOI 10.1002/stco.202300040
View details for Web of Science ID 001260570500001
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Elevated collapse risk based on decaying aftershock hazard and damaged building fragilities
EARTHQUAKE SPECTRA
2024; 40 (1): 674-704
View details for DOI 10.1177/87552930231220549
View details for Web of Science ID 001156346700029
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Calibrating an adaptive cohesive zone model to simulate ductile crack propagation in structural steel under cyclic loading
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES
2023
View details for DOI 10.1111/ffe.14183
View details for Web of Science ID 001104148100001
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Response spectrum method for structures subjected to vertical ground motions: Absolute acceleration method
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2023
View details for DOI 10.1002/eqe.3988
View details for Web of Science ID 001043877600001
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Simulation-based methodology to identify damage indicators and safety thresholds for post-earthquake evaluation of structures
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2023
View details for DOI 10.1002/eqe.3876
View details for Web of Science ID 000963063800001
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Surrogate modeling of structural seismic response using probabilistic learning on manifolds
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2023
View details for DOI 10.1002/eqe.3839
View details for Web of Science ID 000931651800001
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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
2023
View details for DOI 10.1111/ffe.13964
View details for Web of Science ID 000931746500001
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Community Perspectives on Simulation and Data Needs for the Study of Natural Hazard Impacts and Recovery
NATURAL HAZARDS REVIEW
2023; 24 (1)
View details for DOI 10.1061/NHREFO.NHENG-1551
View details for Web of Science ID 000899336200020
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A thermodynamically consistent finite strain phase field approach to ductile fracture considering multi-axial stress states
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING
2022; 400
View details for DOI 10.1016/j.cma.2022.115467
View details for Web of Science ID 000862754300005
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Experimental investigation of the effect of Lode angle on fracture initiation of steels
ENGINEERING FRACTURE MECHANICS
2022; 271
View details for DOI 10.1016/j.engfracmech.2022.108637
View details for Web of Science ID 000826871300003
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High-resolution post-earthquake recovery simulation: Impact of safety cordons
EARTHQUAKE SPECTRA
2022; 38 (3): 2061-2087
View details for DOI 10.1177/87552930221075364
View details for Web of Science ID 000835366000018
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Verification of void growth-based exponential damage function for ductile crack initiation over the full range of stress triaxialities
ENGINEERING FRACTURE MECHANICS
2022; 269
View details for DOI 10.1016/j.engfracmech.2022.108571
View details for Web of Science ID 000813347400001
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Site-specific adjustment framework for incremental dynamic analysis (SAF-IDA)
Earthquake Spectra
2022
View details for DOI 10.1177/87552930221083688
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Integration of an adaptive cohesive zone and continuum ductile fracture model to simulate crack propagation in steel structures
ENGINEERING FRACTURE MECHANICS
2021; 258
View details for DOI 10.1016/j.engfracmech.2021.108041
View details for Web of Science ID 000710800400002
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A stress-weighted ductile fracture model for steel subjected to Ultra Low Cycle Fatigue
ENGINEERING STRUCTURES
2021; 245
View details for DOI 10.1016/j.engstruct.2021.112964
View details for Web of Science ID 000697098200001
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Influence of High-Strength Reinforcing Bars on Seismic Safety of Concrete Frames
ACI STRUCTURAL JOURNAL
2021; 118 (5): 299-311
View details for DOI 10.14359/51732865
View details for Web of Science ID 000696225400024
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Generalized modified modal superposition procedure for seismic design of rocking and pivoting steel spine systems
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2021; 183
View details for DOI 10.1016/j.jcsr.2021.106745
View details for Web of Science ID 000663721600005
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A Cloud-Enabled Application Framework for Simulating Regional-Scale Impacts of Natural Hazards on the Built Environment
FRONTIERS IN BUILT ENVIRONMENT
2020; 6
View details for DOI 10.3389/fbuil.2020.558706
View details for Web of Science ID 000596562100001
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Tall building performance-based seismic design using SCEC broadband platform site-specific ground motion simulations
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2020
View details for DOI 10.1002/eqe.3364
View details for Web of Science ID 000579553200001
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Parametric Study of Seismic Isolation Properties for Light-Frame Houses
JOURNAL OF STRUCTURAL ENGINEERING
2020; 146 (10)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0002651
View details for Web of Science ID 000562362300007
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Probabilistic Space- and Time-Interaction Modeling of Mainshock Earthquake Rupture Occurrence
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA
2020; 110 (5): 2498–2518
View details for DOI 10.1785/0120180220
View details for Web of Science ID 000575192300033
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Effective plans for hospital system response to earthquake emergencies.
Nature communications
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
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Structural topology optimization of tall buildings for dynamic seismic excitation using modal decomposition
ENGINEERING STRUCTURES
2020; 216
View details for DOI 10.1016/j.engstruct.2020.110717
View details for Web of Science ID 000539276800048
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Efficient intensity measures and machine learning algorithms for collapse prediction of tall buildings informed by SCEC CyberShake ground motion simulations
EARTHQUAKE SPECTRA
2020; 36 (3): 1188–1207
View details for DOI 10.1177/8755293020919414
View details for Web of Science ID 000558761700008
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Predicting earthquake-induced sliding displacements using effective incremental ground velocity
EARTHQUAKE SPECTRA
2020; 36 (1): 378–99
View details for DOI 10.1177/8755293019878200
View details for Web of Science ID 000514472400016
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Quantification of the Influence of Deep Basin Effects on Structural Collapse Using SCEC CyberShake Earthquake Ground Motion Simulations
EARTHQUAKE SPECTRA
2019; 35 (4): 1845–64
View details for DOI 10.1193/080418EQS197M
View details for Web of Science ID 000496808200014
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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
2019; 109 (5): 1812–28
View details for DOI 10.1785/0120180324
View details for Web of Science ID 000487813300017
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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
2019; 145 (9)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0002353
View details for Web of Science ID 000475474300009
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Comparative risk-based seismic assessment of 1970s vs modern tall steel moment frames
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2019; 159: 598–610
View details for DOI 10.1016/j.jcsr.2019.05.012
View details for Web of Science ID 000473381400044
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Capacity Design Procedure for Rocking Braced Frames Using Modified Modal Superposition Method
JOURNAL OF STRUCTURAL ENGINEERING
2019; 145 (6)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0002329
View details for Web of Science ID 000468302100002
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Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls
EARTHQUAKE SPECTRA
2019; 35 (2): 653–77
View details for DOI 10.1193/123117EQS270M
View details for Web of Science ID 000496805800009
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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
2018; 144 (12)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001911
View details for Web of Science ID 000447255500014
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Effective Incremental Ground Velocity for Estimating the Peak Sliding Displacement of Rigid Structures to Pulse-Like Earthquake Ground Motions
JOURNAL OF ENGINEERING MECHANICS
2018; 144 (12)
View details for DOI 10.1061/(ASCE)EM.1943-7889.0001539
View details for Web of Science ID 000447254100006
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Regional Multiseverity Casualty Estimation Due to Building Damage Following a Mw 8.8 Earthquake Scenario in Lima, Peru
EARTHQUAKE SPECTRA
2018; 34 (4): 1739–61
View details for DOI 10.1193/080617EQS154M
View details for Web of Science ID 000454334200009
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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
2018; 4 (3)
View details for DOI 10.1061/AJRUA6.0000972
View details for Web of Science ID 000438687400007
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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
2018; 47 (11): 2233–51
View details for DOI 10.1002/eqe.3066
View details for Web of Science ID 000440996300005
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Integrating visual damage simulation, virtual inspection, and collapse capacity to evaluate post-earthquake structural safety of buildings
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2018; 47 (2): 294–310
View details for DOI 10.1002/eqe.2951
View details for Web of Science ID 000419341300002
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Measuring the Impact of Enhanced Building Performance on the Seismic Resilience of a Residential Community
EARTHQUAKE SPECTRA
2017; 33 (4): 1347–67
View details for DOI 10.1193/040916EQS057M
View details for Web of Science ID 000418599000006
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Calibration of Continuum Cyclic Constitutive Models for Structural Steel Using Particle Swarm Optimization
JOURNAL OF ENGINEERING MECHANICS
2017; 143 (5)
View details for DOI 10.1061/(ASCE)EM.1943-7889.0001214
View details for Web of Science ID 000398537000017
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A local criterion for ductile fracture under low-triaxiality axisymmetric stress states
ENGINEERING FRACTURE MECHANICS
2017; 169: 321-335
View details for DOI 10.1016/j.engfracmech.2016.10.011
View details for Web of Science ID 000392035000024
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Estimation and impacts of model parameter correlation for seismic performance assessment of reinforced concrete structures
STRUCTURAL SAFETY
2017; 69: 68–78
View details for DOI 10.1016/j.strusafe.2017.07.005
View details for Web of Science ID 000413057300007
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Full-Scale Dynamic Testing of a Sliding Seismically Isolated Unibody House
EARTHQUAKE SPECTRA
2016; 32 (4): 2245-2270
View details for DOI 10.1193/010616EQS003M
View details for Web of Science ID 000388626400015
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Rocking Spine for Enhanced Seismic Performance of Reinforced Concrete Frames with Infills
JOURNAL OF STRUCTURAL ENGINEERING
2016; 142 (11)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001574
View details for Web of Science ID 000386366600019
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Calibration of Model to Simulate Response of Reinforced Concrete Beam-Columns to Collapse
ACI STRUCTURAL JOURNAL
2016; 113 (6): 1141-1152
View details for DOI 10.14359/51689245
View details for Web of Science ID 000388214500001
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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
2016; 45 (10): 1661-1683
View details for DOI 10.1002/eqe.2740
View details for Web of Science ID 000383688200007
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Framework for Incorporating Probabilistic Building Performance in the Assessment of Community Seismic Resilience
JOURNAL OF STRUCTURAL ENGINEERING
2016; 142 (8)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001321
View details for Web of Science ID 000381048200008
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Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience
JOURNAL OF STRUCTURAL ENGINEERING
2016; 142 (8)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001314
View details for Web of Science ID 000381048200006
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Impact of hazard-consistent ground motion duration in structural collapse risk assessment
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2016; 45 (8): 1357-1379
View details for DOI 10.1002/eqe.2711
View details for Web of Science ID 000381622800008
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Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records
EARTHQUAKE SPECTRA
2016; 32 (2): 927-950
View details for DOI 10.1193/122813EQS298MR2
View details for Web of Science ID 000377421100013
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Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes
JOURNAL OF STRUCTURAL ENGINEERING
2016; 142 (4)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001307
View details for Web of Science ID 000372809400011
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Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames
JOURNAL OF STRUCTURAL ENGINEERING
2014; 140 (11)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001047
View details for Web of Science ID 000344009800012
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Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames
JOURNAL OF STRUCTURAL ENGINEERING
2014; 140 (11)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0001005
View details for Web of Science ID 000344009800004
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Simulation of Seismic Collapse in Nonductile Reinforced Concrete Frame Buildings with Masonry Infills
JOURNAL OF STRUCTURAL ENGINEERING
2014; 140 (8)
View details for DOI 10.1061/(ASCE)ST.1943-541X.0000921
View details for Web of Science ID 000342833600011
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Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultralow Cycle Fatigue in Structural Steel
JOURNAL OF ENGINEERING MECHANICS
2014; 140 (6)
View details for DOI 10.1061/(ASCE)EM.1943-7889.0000728
View details for Web of Science ID 000335988000018
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Component model calibration for cyclic behavior of a corrugated shear wall
THIN-WALLED STRUCTURES
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 2014; 75: 53-62
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Cost-Benefit Evaluation of Seismic Risk Mitigation Alternatives for Older Concrete Frame Buildings
EARTHQUAKE SPECTRA
2013; 29 (4): 1391-1411
View details for DOI 10.1193/030911EQS040M
View details for Web of Science ID 000329891500012
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Seismic performance assessment of steel corrugated shear wall system using non-linear analysis
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
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 2013
- Cost-Benefit Evaluation of Seismic Mitigation Alternatives for Older Reinforced Concrete Frame Buildings Earthquake Spectra in press. 2013: 1
- Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames J. Struct. Eng., accepted for publication 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 2013
- Seismic Performance Assessment of a Steel Corrugated Shear Wall System Using Non-linear Analysis Jl. of Constr. Steel Research 2013; 85: 48-59
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Using Collapse Risk Assessments to Inform Seismic Safety Policy for Older Concrete Buildings
EARTHQUAKE SPECTRA
2012; 28 (4): 1495-1521
View details for DOI 10.1193/1.4000090
View details for Web of Science ID 000312227700009
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Expected earthquake damage and repair costs in reinforced concrete frame buildings
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
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 2012
- Toward a Performance-Based Design Framework for Self-Centering Rocking Braced-Frame Spine systems 2012
- Seismic Retrofit of Non-Ductile Reinforced Cocnrete Infill Frame Building Using Rocking Spines 2012
- Preliminary Assessment of Ground Motion Duration Effects on Structural Collapse 2012
- On the Role of Nonlinear Analysis in the Seismic Performance Assessment of Buildings 2012
- Novel Design Methods for Improved Damage Resistance of Light-Weight Framed Structures 2012
- Towards Creating Earthquake-Safe Communities: Seismic Retrofit of an Adobe School Building in Rural Peru Using Geomesh 2012
- Performance-Based Earthquake Engineering: Innovations for Resilient Buildings and Communities Invited Plenary Lecture for Performance-Based and Life-Cycle Structural Engineering, Hong Kong 2012
- Design Features and Criteria For Controlled Rocking Braced-Frame Systems 2012
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Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2011; 137 (4): 492-502
View details for DOI 10.1061/(ASCE)ST.1943-541X.0000275
View details for Web of Science ID 000289487800003
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Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2011; 137 (4): 481-491
View details for DOI 10.1061/(ASCE)ST.1943-541X.0000318
View details for Web of Science ID 000289487800002
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Accounting for Ground-Motion Spectral Shape Characteristics in Structural Collapse Assessment through an Adjustment for Epsilon
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2011; 137 (3): 332-344
View details for DOI 10.1061/(ASCE)ST.1943-541X.0000103
View details for Web of Science ID 000288523100007
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Experimental Investigation of Shear Transfer in Exposed Column Base Connections
ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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 Wiley. 2011: 171–175
- Tohoku Pacific Ocean Earthquake and Tsunami: Quick observations from the PEER/EERI/GEER/Tsunami Field Investigation Team 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 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 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 2011: 6
- Assessing the Scale of Environmental Impacts from a Major California Earthquake Recovery 2011
- Shaking Table Test of Controlled Rocking Frames Using Multipurpose Testbed Eurosteel 2011, Budapest, Hungary, Paper A-0301 2011: 6
- Nonlinear Structural Analysis for Seismic Design: A Guide for Practicing Engineers NEHRP Seismic Design Technical Brief 4, NIST GCR 10-917-5 2011
- NEES 2011 vision Report on Computational and Hybrid Simulation: Needs and Opportunities Committee on Simulation, Network for Earthquake Engineering Simulation 2011
- Local Cyclic Void Growth Criteria for Ductile Fracture Initiation in Steel Structures with Significant Yielding Eurosteel 2011, Budapest, Paper A-0380 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 2011: 13
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Calibration of the SMCS Criterion for Ductile Fracture in Steels: Specimen Size Dependence and Parameter Assessment
JOURNAL OF ENGINEERING MECHANICS-ASCE
2010; 136 (11): 1401-1410
View details for DOI 10.1061/(ASCE)EM.1943-7889.0000178
View details for Web of Science ID 000283196700008
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Benefit-Cost Evaluation of Seismic Risk Mitigation in Existing Non-ductile Concrete Buildings
Workshop on Advances in Performances-Based Earthquake Engineering
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 2010
- Chapter 32: Benefit-Cost Evaluation of Seismic Risk Mitigation in Existing Non-Ductile Concrete Buildings Advances in Performance- Based Earthquake Engineering 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 2010
- Example Application of the FEMA P695 (ATC-63) Methodology for the Collapse Performance Evaluation of Reinforced Concrete Special Moment Frame Systems 2010
- Seismic Resilience of Self-Centering Steel Braced Frames with Replaceable Energy-Dissipating Fuses – Part II: E-Defense Shake Table Test 2010
- Design and behavior of steel shear plates with openings as energy-dissipating fuses J.A. Blume Earthquake Engineering Center, TR 173, Stanford University 2010
- Hybrid Simulation Testing of a Controlled Rocking Steel Braced Frame System 2010
- Hybrid Simulation Testing of a Controlled Rocking Steel Braced Frame System 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 2010: 10
- Large-Scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy Dissipating Fuses 2010
- Nonlinear Analysis of Post-Tensioned Concrete Walls that Minimize Residual Drifts Under Seismic Loading 2010
- Seismic Design and Behavior of Steel Frames with Controlled Rocking – Part I: Concepts and Quasi-Static Subassembly Testing ASCE Structures Congress 2010 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 2010: 242
- Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors NIST GCR 10-917-8 2010: 268
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ASCE-41 and FEMA-351 Evaluation of E-Defense Collapse Test
EARTHQUAKE SPECTRA
2009; 25 (4): 927-953
View details for DOI 10.1193/1.3224159
View details for Web of Science ID 000271359600009
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Effect of weld details on the ductility of steel column baseplate connections
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2009; 65 (6): 1366-1373
View details for DOI 10.1016/j.jcsr.2008.08.004
View details for Web of Science ID 000265701800011
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Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings
STRUCTURAL SAFETY
2009; 31 (2): 197-211
View details for DOI 10.1016/j.strusafe.2008.06.002
View details for Web of Science ID 000262421600014
- Preliminary Results of a Cost-Benefit Assessment of Replacing Seismically Vulnerable Non-Ductile Reinforced Concrete Frame Structures 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 2009: 3
- Testing and Probablilistic Simulation of Ductile Fracture Initiation in Structural Steel Components and Weldments Blume Technical Report 170 2009: 386
- International Collaborations on the Seismic Design and Behavior of Composite RCS Moment Frames 2009
- Important Issues and Suggested Best Practices in Simulating Structural Collapse Due to Earthquakes: Modeling Decisions, Model Calibration and Numerical Solution Algorithms 2009
- Seismically Resilient Steel Braced Frame Systems with Controlled Rocking and Energy Dissipating Fuses 2009
- Collaborative Research on Development of Innovative Steel Braced Frame Systems with Controlled Rocking and Replaceable Fuses 2009
- The Mw 7.6 Western Sumatra Earthquake of September, 30, 2009 EERI Special Earthquake Report 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 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 2009: 15
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Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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
- ATC 63 Project Team, FEMA P695, Federal Emergency Management Agency Quantification of Building Seismic Performance Factor 2009: 421
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Validation of cyclic void growth model for fracture initiation in blunt notch and dogbone steel specimens
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 2008: 8
- Quantification of Building System Performance and Response Parameters 2008
- Seismic Performance of Steel Corrugated Shear Wall: Analytical Model Calibration and Performance Qualification 2008
- Assessing Building System Collapse Performance and Associated Design Requirements for Seismic Design 2008
- Comparative Assessment of Collapse Safety of Reinforced-Concrete Moment Frame Buildings 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 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 2008: 315
- Seismic Response of Steel Controlled Rocking Frames with Replaceable Energy-Dissipating Fuses 2008
- Study of Building Collapse for Performance-Based Design Validation 2008 ASCE-SEI Structure’s Congress 2008: Crossing Borders, Paper 244 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 2008: 10
- ATC 63 Methodology for Evaluating Seismic Collapse Safety of Archetype Buildings 2008 ASCE-SEI Structure’s Congress 2008: Crossing Borders, Paper 48 2008: 10
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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
2007; 36 (13): 1973-1997
View details for DOI 10.1002/eqe.694
View details for Web of Science ID 000250650100010
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Strength design criteria for steel members at elevated temperatures
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2007; 63 (8): 1036-1050
View details for DOI 10.1016/j.jcsr.2006.10.005
View details for Web of Science ID 000247520500004
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Cyclic void growth model to assess ductile fracture initiation in structural steels due to ultra low cycle fatigue
JOURNAL OF ENGINEERING MECHANICS-ASCE
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
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Finite-element simulation of ductile fracture in reduced section pull-plates using micromechanics-based fracture model
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 2007; 6 (133): 701-712
- Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings ASCE Structures Congress 2007, Long Beach, CA 2007
- Finite Element Simulation of Ductile Fracture in Reduced Section Pull Plates using Micromechanics-based Fracture Models JSE, ASCE 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 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) 2007: 281
- Experimental and analytical investigations of net-section fracture in brace-gusset plate connections ASCE Structures Congress 2007, Long Beach, CA 2007
- Stability Investigation of Steel Members and Frames Under Fire Conditions 2007
- Physics based continuum models to simulate fracture and Ultra-Low Cycle Fatigue in Steel Structures ASCE Structures Congress 2007, Long Beach, CA 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 2007
- An Assessment to Benchmark the Seismic Performance of a Code-Conforming Reinforced Concrete Moment-Frame Building PEER Technical Report, www.peer.berkeley.edu 2007: 382
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Void growth model and stress modified critical strain model to predict ductile fracture in structural steels
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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
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Analytical models for the seismic performance of gypsum drywall partitions
EARTHQUAKE SPECTRA
2006; 22 (2): 391-411
View details for DOI 10.1193/1.2191927
View details for Web of Science ID 000238376100006
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Prediction of ductile fracture in steel connections using SMCS criterion
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 2006: 74
- Toward the Codification of Modeling Provisions for Simulating Structural Collapse 8NCEE, San Francisco, paper 1348 2006: 10
- How have changes in building code provisions for reinforced concrete buildings improved seismic safety? 2006
- Testing and Simulation of Ultra-Low Cycle Fatigue and Fracture in Steel Braces 8NCEE, San Francisco, paper 587 2006: 10
- Evaluation of the Seismic Performance of a Code-Conforming Reinforced-Concrete Frame Building - Part II: Loss Estimation 8NCEE, San Francisco, paper 969 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 2006: 10
- The effectiveness of seismic building code provisions on reducing the collapse risk of reinforced concrete moment frame buildings 2006
- Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion JSE, ASCE 2006; 2 (132): 171-181
- PEER Year 9 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA 2006: 130
- Implementation and Validation of Cumulative Damage Models for Structural Performance Assessment 8NCEE, San Francisco, A, paper 1540 2006: 10
- Composite Moment Frames Concrete International 2005; 5 (27): 39–44
- Probabilistic Methodology for Performance-Based Fire Engineering 2005
- Benchmarking the Collapse Safety of Code-Compliant Reinforced Concrete Moment Frame Building Systems 2005
- Developing Consensus on Provisions to Evaluate Collapse of Reinforced Concrete Buildings 2005
- Validation of the Seismic Performance of Composite RCS Frames: Full-Scale Testing, Analysis and Seismic Design Technical Report 154, Blume Earthquake Engineering Center 2005: 405
- Benchmarking Seismic Performance of Reinforced Concrete Frame Buildings 2005
- PEER Year 8 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA 2005: 130
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Overview of US-Japan research on the seismic design of composite reinforced concrete and steel moment frame structures
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 2004: 24-28
- Prediction of Ductile Fracture in Steel Moment Connections During Earthquakes Using Micromechanical Fracture Models 2004
- Overview of a Comprehensive Framework for Earthquake Performance Assessment 2004
- Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 1 – Design, Construction and Testing 2004
- Micromechanical Simulation of Earthquake Induced Fractures in Steel Structures, Blume TR 145 Blume Earthquake Engineering Center 2004: 290
- Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 2 – Analysis and Design Implications 2004
- A Framework Methodology for Performance-Based Earthquake Engineering 2004
- Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 2 – Analysis and Design Implications 2004
- Pseudo-dynamic Testing of a Full-Scale RCS Frame: Part 1 – Design, Construction and Testing 2004
- PEER Year 7 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA 2004: 130
- A Framework for Performance Based Earthquake Engineering 2003
- Pseudo-dynamic test of full scale RCS Frame: Part 2 – Analysis and Design Implications 2003
- Pseudo-dynamic test of full scale RCS Frame: Part 1 – Design, Construction, Testing 2003
- Seismic Performance of Gypsum Walls – Analytical Investigation CUREe-Caltech Woodframe Project Report W-23, Consortium of Universities for Earthquake Engineering, Richmond, CA 2003: 122
- PEER Year 6 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA. 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 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 2002; 555: 177-184
- Micromechanical Models for Predicting Ductile Crack Initiation in Metals 2002
- Proposed New Requirements for Frame Stability Using Second-Order Analysis 2002
- Generalized Hinge Models with Strength and Stiffness Degradation 2002
- Seismic Design and Performance Assessment of Composite Steel-Concrete Moment Frames 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 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 2002; 553: 135-142
- Probabilistic Aspects of Performance-Based Engineering Methodologies for Fires and Earthquakes 2002
- PEER Year 5 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA 2002: 5
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Seismic damage and collapse assessment of composite moment frames
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2001; 127 (9): 1045-1053
View details for Web of Science ID 000170635800010
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Nonlinear analysis of mixed steel-concrete frames. I: Element formulation
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2001; 127 (6): 647-655
View details for Web of Science ID 000168903700008
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Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2001; 127 (6): 656-665
View details for Web of Science ID 000168903700009
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Stiffness modeling of reinforced concrete beam-columns for frame analysis
ACI STRUCTURAL JOURNAL
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 2001
- Micromechanical Simulation of Earthquake-Induced Fractures in Steel Structures 2001
- Design Model for Joints of RCS Frames 2001
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Fracture toughness demands in welded beam-column moment connections
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2000; 126 (1): 88-97
View details for Web of Science ID 000084250500013
- On Assessing Near Collapse in Seismic Performance-Based Design 2000
- Fracture Toughness Demands in Standard and Reduced Beam Section Welded Moment Connections 2000
- Research on RC/SRC Column Systems 2000
- Development of A two-Parameter Seismic Intensity Measure and Probabilistic Assessment Procedure 2000
- Seismic Damage Indices and Near-Collapse Performance Assessment in Composite Moment Frames 2000
- Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections Tech. Report 135, J.A. Blume Earthquake Engrg. Center, Stanford, CA 2000
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Seismic damage indices and near-collapse performance assessment in composite moment frames
6th ASCCS International Conference on Steel-Concrete Composite Structures
UNIV SOUTHERN CALIFORNIA, SCHOOL ENGN, DEPT CIVIL ENGN. 2000: 111–118
View details for Web of Science ID 000189133100012
- Recent Research on Seismic Design and Performance Assessment of Composite Steel-Concrete Moment Frames edited by Loh, C., Liao, W. 2000
- New Provisions for the Seismic Design of Composite and Hybrid Structures Earthquake Spectra, EERI 2000; 1 (16): 163-178
- Assessing Seismic Performance of Composite (RCS) and Steel Moment Framed Buildings 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 2000
- Fracture Toughness Demands in Seismically Designed Beam-to-Column Connections Fatigue and Fracture Mechanics: 30th Volume, ASTM STP 1360, ASTM, West Conshohocken, PA 2000: 439-455
- Analysis Models for Mixed Steel-Concrete Space Frames Part I – Beam-Column Element Formulation JSE, ASCE 2000; 6 (127): 647-655
- Analysis Models for Mixed Steel-Concrete Space Frames Part II – Implementation and Verification JSE, ASCE 2000; 6 (127): 656-666
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Finite-element fracture analyses of welded beam-column connections
30th National Symposium on Fatigue and Fracture Mechanics
AMERICAN SOCIETY TESTING AND MATERIALS. 2000: 439–455
View details for Web of Science ID 000085119500029
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Strength and ductility of concrete encased composite columns
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 1999
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Stress-resultant plasticity for frame structures
JOURNAL OF ENGINEERING MECHANICS-ASCE
1998; 124 (12): 1360-1370
View details for Web of Science ID 000077022900009
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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
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 1998
- Seismic Design, Analysis and Behavior of Composite (RCS) Moment Frames 1998
- Bearing Strength of Joints Between Steel Beams and Reinforced Concrete Columns 1998
- Transfer and Development Length Tests of Prestressing Strand Struct. Engrg. Report 98-2, Cornell University, Ithaca, NY 1998
- Performance Based Design: Structural Acceptance Criteria 1998
- Analytical Tools: Challenges, Hurdles and Opportunities 1998
- Computational Fracture Mechanics of Welded Moment Connections 1998
- Summary of SAC Case Study Building Analyses Jl. of Constructed Facilities, ASCE 1998; 4 (12): 202-212
- Plasticity Model for Hybrid Steel-Concrete Frames 1998
- New Provisions for the Seismic Design of Composite Structures 1998
- Fracture Behavior in Seismically Designed Welded Connections Invited seminar at SUNY Buffalo 1998
- Design Guide for Partially Restrained Composite Connections JSE, ASCE 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 1998: 113-138
- An Examination of Stress Resultant Plasticity for Frame Structures Jl. of Engrg. Mechanics, ASCE 1997; 12 (124): 1360-1370
- Nonlinear Transient Analysis of 3D Multistory Moment-Frame Buildings 1997
- Analyses of Nine Steel Moment Frame Buildings Affected by the Northridge Earthquake 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 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 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 1997
- Steel-Framed Structures 1997
- Seismic Design of Composite and Hybrid Steel-Concrete Structures Transportation Research Board, 1997 Annual Meeting, Washington, DC 1997
- Seismic Design and Performance of RCS Moment Frames Fourth JTCC-Hybrid Meeting, US-Japan Cooperative Program, Monterey, CA, 1997: 9
- Proposed Ground Motions for Dynamic Analyses Fourth JTCC-Hybrid Meeting, US-Japan Cooperative Program, Monterey, CA 1997: 12
- Inelastic Seismic Analysis of a 17 Story Steel Building Damaged in Northridge Engineering Structures, Elsevier 1997; 20 (4-6): 481-495
- Finite Element Fracture Mechanics Study of Welded Beam-Column Connections SEAONC 1997 Spring Seminar, San Francisco 1997: 53
- Finite Element Fracture Mechanics Study of Welded Beam-Column Connections US-Japan Workshop on Fracture in Steel Structures, San Francisco 1997
- Finite Element Fracture Analyses of Welded Steel Connections SAC/BD-97/05, NISEE 1997: 167
- Fiber Element Analysis of Composite Beam-Column Cross Sections Stuct. Engrg. Report 96-6, Cornell University, Ithaca, NY 1996: 81
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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
STRUCTURAL STABILITY RESEARCH COUNCIL. 1996: 53–62
View details for Web of Science ID A1996BF89G00007
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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
STRUCTURAL STABILITY RESEARCH COUNCIL. 1996: 31–32
View details for Web of Science ID A1996BF89G00004
- Investigation of Beam Rotation Capacity Using Finite Element Analysis 1996
- Inelastic Models for Composite Moment Connections in RCS Frames 1996
- Inelastic Analysis of Mixed Steel-Concrete Systems 1996
- Seismic Behavior of Composite (RCS) Beam-Column Joint Subassemblies 1996
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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
STRUCTURAL STABILITY RESEARCH COUNCIL. 1996: 11–19
View details for Web of Science ID A1996BF89G00002
- Nonlinear Frame Analysis with Torsional-Flexural Member Behavior 1996
- Inelastic Dynamic Analysis of Mixed Steel-Concrete Space Frames Stuct. Engrg. Report 96-5, Cornell University, Ithaca, NY 1996: 235
- Static Nonlinear Analysis for a Composite RCS Frame Third JTCC-Hybrid Meeting, US-Japan Cooperative Program, Hong Kong 1996: 8
- Nonlinear Analysis of a 13-Story Steel Moment Frame Building Damaged in the Northridge Earthquake Struct. Engrg. Report, Cornell University, Ithaca, NY 1996
- Inelastic Analyses of a High-Rise Steel Moment Frame Building Damaged in the Northridge Earthquake Struct. Engrg. Report, Cornell University, Ithaca, NY 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 1995
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An overview of codes, standards and guidelines for composite construction
American-Society-of-Civil-Engineers 13th Structures Congress
AMER SOC CIVIL ENGINEERS. 1995: 1297–1300
View details for Web of Science ID A1995BE48Y00203
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Overview of the 1994 NEHRP recommended provisions for the seismic design of composite structures
American-Society-of-Civil-Engineers 13th Structures Congress
AMER SOC CIVIL ENGINEERS. 1995: 1305–1308
View details for Web of Science ID A1995BE48Y00205
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Inelastic analysis and design of composite beam-columns
American-Society-of-Civil-Engineers 13th Structures Congress
AMER SOC CIVIL ENGINEERS. 1995: 1837–1840
View details for Web of Science ID A1995BE48Y00299
- Refined Plasticity Models for Steel Frame Analysis 1995
- Overview of the 1994 NEHRP Recommended Provisions for Composite Structures 1995
- Finite Rotation Effects in 3-D Frame Analysis 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) 1995: 1-1 to 1-50
- Inelastic Analysis and Design of Composite Beam-Columns 1995
- An Overview of Codes, Standards, and Guidelines for Composite Construction 1995
- Inelastic Torsional-Flexural Effects in Steel Structures Dynamic Plasticity and Structural Behaviors 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 1995; 4 (112): 350-358
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EVALUATION OF ACI-318 AND AISC (LRFD) STRENGTH PROVISIONS FOR COMPOSITE BEAM-COLUMNS
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
1995; 34 (1): 103-123
View details for Web of Science ID A1995RD73000005
- Evaluation of ACI 318 and AISC (LRFD) Strength Provisions for Composite Columns Jl. of Const. Steel Research, Elsevier 1995; 34: 103-123
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SPREAD OF PLASTICITY - QUASI-PLASTIC-HINGE APPROACH
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 1994: 1137-1142
- BSSC TS11 Composite Structures, New Chapter on Composite Structures NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings 1994
- Spread of Plasticity - A Quasi-plastic Hinge Approach JSE, ASCE, NY 1994; 8 (120): 2451-2473
- Guidelines for Design of Joints Between Steel Beams and Reinforced Concrete Columns JSE., ASCE 1994; 8 (120): 2330-2357
- Multimedia and Case Studies in Structural Engineering Computer Applications in Engineering Education J. Wiley. 1993: 159–171
- A Structural Engineering Education Image Database 1993
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COMMENTARY ON PROPOSED SPECIFICATION FOR STRUCTURAL-STEEL BEAMS WITH WEB OPENINGS (WITH DESIGN EXAMPLE)
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
1992; 118 (12): 3325-3349
View details for Web of Science ID A1992JZ46600007
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PROPOSED SPECIFICATION FOR STRUCTURAL-STEEL BEAMS WITH WEB OPENINGS
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
1992; 118 (12): 3315-3324
View details for Web of Science ID A1992JZ46600006
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INELASTIC LIMIT STATES DESIGN .1. PLANAR FRAME STUDIES
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
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 1992; 9 (118): 2550 - 2567
- Design Guidelines for Joints Between Steel Beams and Reinforced Concrete Columns 1992
- Computer-aided Design and Nonlinear Analysis of Steel Framed Structures 1992
- Research and Practice in the U.S. on Hybrid Subassemblages and Connections 1992
- Design and Behavior of Composite Steel-Concrete Structures 1992
- Static and Dynamic Analysis of Steel Frames With Nonlinear Connection and Joint Effects 1992
- Use of Multimedia in a Sophomore Design Course 1992
- Proposed Specification and Commentary for Struc. Steel Beams with Web Openings JSE, ASCE 1992; 12 (118): 3315-3349
- Limit States Steel Design with Second-Order Inelastic Analysis: Planar Frame Studies JSE, ASCE 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 1991
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NONLINEAR-ANALYSIS OF 3-DIMENSIONAL STEEL FRAMES WITH SEMIRIGID CONNECTIONS
COMPUTERS & STRUCTURES
1991; 41 (5): 995-1009
View details for Web of Science ID A1991GT92400014
- School of Civil and Environmental Engineering edited by Abel, J., F., Deierlein, G., G. 1991
- Nonlinear Analysis of Three-Dimensional Steel Frames with Semi-rigid Connections Computers and Structures Pergamon Press. 1991: 995–1010
- Advances in Inelastic Analysis for the Seismic Design and Evaluation of Steel Structures 1991
- A Concentrated Plasticity Approach to Inelastic Design 1991
- A Case Study in Limit States Analysis and Design 1991
- A Two-Surface Concentrated Plasticity Mode for Analysis of 3D Framed Structures 1991
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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
STRUCTURAL STABILITY RESEARCH COUNCIL. 1991: 423–432
View details for Web of Science ID A1991BU71S00038
- Computer-Aided Design of Steel Structures with Flexible Connections 1990
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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
STRUCTURAL STABILITY RESEARCH COUNCIL. 1990: 345–356
View details for Web of Science ID A1990BS05G00031
- Seismic Response of Steel Frames with Semi-Rigid Connections using the Capacity Spectrum Method 1990
- Design of Beam-Column Connections for Composite-Framed Structures 1990
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ONE APPROACH TO INELASTIC ANALYSIS AND DESIGN
1990 NATIONAL STEEL CONSTRUCTION CONF - FABRICATORS AND ENGINEERS, WORKING TOGETHER : TEAMWORK
AMER INST STEEL CONSTRUCTION. 1990: 303–322
View details for Web of Science ID A1990BT62Z00019
- The Use of 2nd-Order Inelastic Analysis to Evaluate Frame Stability for Design 1990
- One Approach to Inelastic Analysis and Design 1990
- Computer-Aided Seismic Analysis and Design of Framed Structures 1990
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BEAM-COLUMN MOMENT CONNECTIONS FOR COMPOSITE FRAMES .1.
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
1989; 115 (11): 2858-2876
View details for Web of Science ID A1989AX35300011
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BEAM-COLUMN MOMENT CONNECTIONS FOR COMPOSITE FRAMES .2.
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
1989; 115 (11): 2877-2896
View details for Web of Science ID A1989AX35300012
- Illustrated Primer to CU-PREPF, CU-STAND, and CU-QUAND Structural Engineering Report 89-12, School of Civil and Env. Engineering, Cornell University 1989
- Recent Research in Beam-Column Connections for Composite-Framed Structures 1989
- Some Interactive Graphics and Parallel Processing for Earthquake Engineering Computer Utilization in Structural Engineering 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 1989
- Part 2: Beam Column Moment Connections for Composite Frames JSE, ASCE 1989; 11 (115): 2877-2896
- Part 1: Beam-Column Moment Connections for Composite Frames JSE, ASCE 1989; 11 (115): 2859-2876
- Technical Manual to CU-STAND Structural Engineering Report 89-13, School of Civil and Env. Engineering, Cornell University 1989
- Technical Manual to CU-QUAND Structural Engineering Report 89-14, School of Civil & Env. Engineering, Cornell University 1989
- Design of Moment Connections for Composite Framed Structures PMFSEL Report No. 88-1, The University of Texas 1988
- Design of Composite Connections Between Steel Beams and Reinforced Concrete Columns 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 2009, 2010, 2011