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Gregory G. Deierlein

Gregory G. Deierlein

D-Index & Metrics

Engineering and Technology

D-Index
52
Citations
11918
World Ranking
3576
National Ranking
1051

Overview

Gregory G. Deierlein is affiliated with Stanford University in the United States and focuses primarily on engineering with an emphasis on civil and structural engineering. Their research spans several subfields including mechanical engineering, mechanics of materials, building and construction, and geophysics.

Their main topics of work include:

  • Seismic Performance and Analysis
  • Metal Forming Simulation Techniques
  • Masonry and Concrete Structural Analysis
  • Structural Health Monitoring Techniques
  • High-Velocity Impact and Material Behavior
  • Metallurgy and Material Forming
  • Fatigue and Fracture Mechanics

Deierlein's recent publications demonstrate a focus on earthquake engineering and structural resilience. Notable papers include:

  • "Effective plans for hospital system response to earthquake emergencies," 2020, Nature Communications
  • "A Cloud-Enabled Application Framework for Simulating Regional-Scale Impacts of Natural Hazards on the Built Environment," 2020, Frontiers in Built Environment
  • "A stress-weighted ductile fracture model for steel subjected to Ultra Low Cycle Fatigue," 2021, Engineering Structures
  • "Structural topology optimization of tall buildings for dynamic seismic excitation using modal decomposition," 2020, Engineering Structures
  • "Toward functional recovery performance in the seismic design of modern tall buildings," 2021, Earthquake Spectra

They have frequently published in the following venues:

  • Earthquake Spectra
  • Earthquake Engineering & Structural Dynamics
  • Engineering Fracture Mechanics
  • Journal of Structural Engineering
  • Journal of Constructional Steel Research

Deierlein often collaborates with several researchers who appear repeatedly as coauthors, including:

  • Shen Yan
  • Kim J.R. Rasmussen
  • Jingsheng Zhou
  • Kuanshi Zhong
  • Andy Ziccarelli

Best Publications

  • Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings

    Abbie B. Liel;Curt B. Haselton;Gregory G. Deierlein;Jack W. Baker

  • Assessing seismic collapse safety of modern reinforced concrete moment frame buildings

    Curt B. Haselton;Gregory G. Deierlein

  • Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building—from seismic hazard to collapse safety and economic losses

    Christine A. Goulet;Curt B. Haselton;Judith Mitrani-Reiser;James L. Beck

  • Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames

    Curt B. Haselton;Abbie B. Liel;Gregory G. Deierlein;Brian S. Dean

  • Void Growth Model and Stress Modified Critical Strain Model to Predict Ductile Fracture in Structural Steels

    A. M. Kanvinde;A. M. Kanvinde;G. G. Deierlein;G. G. Deierlein

  • Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records

    Reagan Chandramohan;Jack W. Baker;Gregory G. Deierlein

  • Cyclic Void Growth Model to Assess Ductile Fracture Initiation in Structural Steels due to Ultra Low Cycle Fatigue

    A. M. Kanvinde;A. M. Kanvinde;G. G. Deierlein;G. G. Deierlein

  • STRENGTH AND DUCTILITY OF CONCRETE ENCASED COMPOSITE COLUMNS

    Sherif El-Tawil;Gregory G. Deierlein

  • Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames

    Abbie B. Liel;Abbie B. Liel;Abbie B. Liel;Curt B. Haselton;Curt B. Haselton;Curt B. Haselton;Gregory G. Deierlein;Gregory G. Deierlein;Gregory G. Deierlein

  • Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings

    Curt B. Haselton;Abbie B. Liel;Brian S. Dean;Jason H. Chou

  • Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces

    B. V. Fell;A. M. Kanvinde;G. G. Deierlein;A. T. Myers

  • Accounting for Ground-Motion Spectral Shape Characteristics in Structural Collapse Assessment through an Adjustment for Epsilon

    Curt B. Haselton;Curt B. Haselton;Curt B. Haselton;Jack W. Baker;Jack W. Baker;Jack W. Baker;Abbie B. Liel;Abbie B. Liel;Abbie B. Liel;Gregory G. Deierlein;Gregory G. Deierlein;Gregory G. Deierlein

  • Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames

    Matthew R. Eatherton;Xiang Ma;Helmut Krawinkler;David Mar

  • Framework for Incorporating Probabilistic Building Performance in the Assessment of Community Seismic Resilience

    Henry V. Burton;Gregory Deierlein;David Lallemant;Ting Lin

  • Beam-Column Moment Connections for Composite Frames: Part 1

    Tauqlr M. Sheikh;Gregory G. Deierlein;Joseph A. Yura;James O. Jirsa

  • Expected earthquake damage and repair costs in reinforced concrete frame buildings

    C. M. Ramirez;A. B. Liel;J. Mitrani-Reiser;C. B. Haselton

  • An Assessment to Benchmark the Seismic Performance of a Code-Conforming Reinforced-Concrete Moment-Frame Building

    Curt B. Haselton;Christine A. Goulet;Judith Mitrani-Reiser;James L. Beck

  • Spread of Plasticity—Quasi-Plastic-Hinge Approach

    Mourad R. Attalla;Gregory G. Deierlein;William McGuire

  • Calibration of Model to Simulate Response of Reinforced Concrete Beam-Columns to Collapse

    Curt B. Haselton;Abbie B. Liel;Sarah C. Taylor-Lange;Gregory G. Deierlein

  • Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion

    W.-M. Chi;W.-M. Chi;W.-M. Chi;A. M. Kanvinde;A. M. Kanvinde;A. M. Kanvinde;G. G. Deierlein;G. G. Deierlein;G. G. Deierlein

  • Development of a two-parameter seismic intensity measure and probabilistic assessment procedure

    Paul P. Cordova;Gregory G. Deierlein;Sameh S. F. Mehanny;C. A. Cornell

Frequent Co-Authors

Jack W. Baker
Jack W. Baker Stanford University
Eduardo Miranda
Eduardo Miranda Stanford University
Sherif El-Tawil
Sherif El-Tawil University of Michigan–Ann Arbor
Jerome F. Hajjar
Jerome F. Hajjar Northeastern University
Dimitrios Lignos
Dimitrios Lignos École Polytechnique Fédérale de Lausanne
Anne S. Kiremidjian
Anne S. Kiremidjian Stanford University
Jonathan P. Stewart
Jonathan P. Stewart University of California, Los Angeles
Laura N. Lowes
Laura N. Lowes University of Washington
Keh-Chyuan Tsai
Keh-Chyuan Tsai National Taiwan University
James L. Beck
James L. Beck California Institute of Technology

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