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


  • Elected, 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)

Professional Education


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

Journal Articles


  • 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
  • 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
  • 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
  • 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

  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • Benefit-Cost Evaluation of Seismic Risk Mitigation in Existing Non-ductile Concrete Buildings ADVANCES IN PERFORMANCE-BASED EARTHQUAKE ENGINEERING Deierlein, G., Liel, A. 2010; 13: 341-348
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • ATC 63 Project Team, FEMA P695, Federal Emergency Management Agency Quantification of Building Seismic Performance Factor Deierlein, G., G. 2009: 421
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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

  • 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
  • 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
  • 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
  • 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
  • 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
  • Direct Analysis Method for Stability Design of Steel Framed Buildings The Structural Engineer Deierlein, G., G. 2004: 24-28
  • Micromechanical Simulation of Earthquake Induced Fractures in Steel Structures, Blume TR 145 Blume Earthquake Engineering Center Kanvinde, A., Deierlein, G., G. 2004: 290
  • PEER Year 7 Annual Report to the NSF Pacific Earthquake Engineering Research (PEER) Center, Richmond, CA Moehle, J., Deierlein, G., G. 2004: 130
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • Finite-element fracture analyses of welded beam-column connections FATIGUE AND FRACTURE MECHANICS: 30TH VOLUME Chi, W. M., Deierlein, G. G., Ingraffea, A. R. 2000; 1360: 439-455
  • 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
  • New Provisions for the Seismic Design of Composite and Hybrid Structures Earthquake Spectra, EERI Deierlein, G., G. 2000; 1 (16): 163-178
  • 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
  • Strength and ductility of concrete encased composite columns JOURNAL OF STRUCTURAL ENGINEERING-ASCE El-Tawil, S., Deierlein, G. G. 1999; 125 (9): 1009-1019
  • Fracture Toughness Demands in Welded Moment Connections Invited seminar at California Institute of Technology Deierlein, G., G. 1999
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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

Books and Book Chapters


  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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

Conference Proceedings


  • 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
  • Design Features and Criteria For Controlled Rocking Braced-Frame Systems Deierlein, G., G., Eatherton, M., Ma, X., Hajjar, J., F. 2012
  • Assessing the Scale of Environmental Impacts from a Major California Earthquake Recovery Burton, H., Deierlein, G., G., Lepech, M. 2011
  • 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
  • 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
  • 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
  • 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
  • Preliminary Results of a Cost-Benefit Assessment of Replacing Seismically Vulnerable Non-Ductile Reinforced Concrete Frame Structures Liel, A., B., Deierlein, G., G. 2009
  • 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
  • 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
  • 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
  • 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
  • Stability Investigation of Steel Members and Frames Under Fire Conditions Takagi, J., Deierlein, G., G. 2007
  • How have changes in building code provisions for reinforced concrete buildings improved seismic safety? Liel, A., Haselton, C., B., Deierlein, G., G. 2006
  • 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
  • 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
  • Benchmarking Seismic Performance of Reinforced Concrete Frame Buildings Deierlein, G., G., Haselton, C. 2005
  • 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
  • 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
  • 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
  • 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
  • Probabilistic Aspects of Performance-Based Engineering Methodologies for Fires and Earthquakes Hamilton, *Scott, R., Menun, Charles, A., Deierlein, Gregory, G. 2002
  • 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
  • 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
  • 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
  • Assessing Seismic Performance of Composite (RCS) and Steel Moment Framed Buildings Mehanny, S., F., Deierlein, G., G. 2000
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • A Structural Engineering Education Image Database Valenzuela, M., L., Deierlein, G., G., White, R., N. 1993
  • 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
  • School of Civil and Environmental Engineering Deierlein, G., G. edited by Abel, J., F., Deierlein, G., G. 1991
  • 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
  • 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
  • Recent Research in Beam-Column Connections for Composite-Framed Structures Deierlein, G., G., Sheikh, T., M., Yura, J., A., Jirsa, J., O. 1989
  • Design of Composite Connections Between Steel Beams and Reinforced Concrete Columns Deierlein, G., G., Sheikh, T., M., Yura, J., A., Jirsa, J., O. 1988