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Engineering and Technology

D-Index
33
Citations
4875
World Ranking
9393
National Ranking
2645

Overview

Michael D. Engelhardt is affiliated with The University of Texas at Austin in the United States and contributes extensively to the field of engineering, with a particular focus on civil and structural engineering. Their research spans several subfields including mechanics of materials, building and construction, mechanical engineering, and safety, risk, reliability, and quality.

Their work addresses a range of topics central to structural engineering. Key areas include:

  • Structural Load-Bearing Analysis
  • Structural Engineering and Vibration Analysis
  • Fire effects on concrete materials
  • Structural Behavior of Reinforced Concrete
  • Structural Response to Dynamic Loads
  • Composite Structure Analysis and Optimization
  • Fire dynamics and safety research

Michael D. Engelhardt has published in several well-known venues, with frequent contributions to:

  • Journal of Structural Engineering
  • Journal of Bridge Engineering
  • Japan Architectural Review
  • International Journal of Fatigue
  • Fire Technology

Their recent papers include:

  • "Lateral-Torsional Buckling of Singly Symmetric I-Girders with Stepped Flanges," 2020, Journal of Structural Engineering
  • "Effects of Shear on the Elastic Lateral Torsional Buckling of Doubly Symmetric I-Beams," 2021, Journal of Structural Engineering
  • "Rate-Dependent Behavior of Transverse Welded Lap Joints at Elevated Temperatures," 2020, Journal of Structural Engineering
  • "Directions in structural-fire safety design for steel buildings," 2021, Japan Architectural Review
  • "Collapse Simulations of Steel-Concrete Composite Floors under Column Loss Scenarios," 2020, Journal of Structural Engineering

Notable frequent coauthors include:

  • Todd Helwig
  • Matthew C. Reichenbach
  • Mohammed Ali Morovat
  • Eric B. Williamson
  • Sunghyun Park

Michael D. Engelhardt has also contributed to book publications with Transportation Research Board eBooks, including titles such as:

  • "Proposed Modification to AASHTO Cross-Frame Analysis and Design," 2021
  • "Improved Cross-Frame Analysis and Design: Wide-Flange T-Shape Sections," 2023

The breadth of their work within structural engineering and related disciplines reflects focused engagement across both theoretical and applied aspects of load-bearing systems, dynamic structural responses, and fire safety concerns in construction materials and design.

Best Publications

  • Seismic eccentrically braced frames

    Egor P. Popov;Michael D. Engelhardt

  • Behavior of post-installed shear connectors under static and fatigue loading

    Gunup Kwon;Michael D. Engelhardt;Richard E. Klingner

  • Cyclic loading behavior of EBF links constructed of ASTM A992 steel

    Taichiro Okazaki;Michael D. Engelhardt

  • Experimental Study of Local Buckling, Overstrength, and Fracture of Links in Eccentrically Braced Frames

    Taichiro Okazaki;Gabriela Arce;Han Choul Ryu;Michael D Engelhardt

  • Reinforcing of steel moment connections with cover plates: benefits and limitations

    Michael D. Engelhardt;Thomas A. Sabol

  • Experimental Evaluation of Cyclically Loaded Reduced Beam Section Moment Connections

    Scott L. Jones;Gary T. Fry;Michael D. Engelhardt

  • CYCLIC - LOADING PERFORMANCE OF WELDED FLANGE - BOLTED WEB CONNECTIONS

    M. D. Engelhardt;A. S. Husain

  • Experimental Performance of Long Links in Eccentrically Braced Frames

    M. D. Engelhardt;E. P. Popov

  • Rehabilitation of shear critical concrete columns by use of rectangular steel jackets

    Riyad S. Aboutaha;Michael D. Engelhardt;James O. Jirsa;Michael E. Kreger

  • Monotonic and cyclic loading models for panel zones in steel moment frames

    Kee Dong Kim;Michael D. Engelhardt

  • On Design of Eccentrically Braced Frames

    Michael D. Engelhardt;Egor P. Popov

  • Experimental Behavior of Bridge Beams Retrofitted with Postinstalled Shear Connectors

    Gunup Kwon;Michael D. Engelhardt;Michael D. Engelhardt;Richard E. Klingner

  • Retrofit of concrete columns with inadequate lap splices by the use of rectangular steel jackets

    Riyad S. Aboutaha;Michael D. Engelhardt;James O. Jirsa;Michael E. Kreger

  • Experimental Investigation of Dogbone Moment Connections

    Michael D. Engelhardt;Ted Winneberger;Andrew J. Zekany;Timothy J. Potyraj

  • Seismic‐resistant steel moment connections: developments since the 1994 Northridge earthquake

    Michael D Engelhardt;Thomas A Sabol

  • Experimental Investigation of Seismic Repair of Lap Splice Failures in Damaged Concrete Columns

    Riyad S. Aboutaha;Michael D. Engelhardt;James O. Jirsa;Michael E. Kreger

  • Experimental investigation of link-to-column connections in eccentrically braced frames

    Taichiro Okazaki;Michael D. Engelhardt;Apostolos Drolias;Eric Schell

  • Retrofit of Pre-Northridge Moment-Resisting Connections

    Scott A. Civjan;Michael D. Engelhardt;John L. Gross

  • Experimental Performance of Link-to-Column Connections in Eccentrically Braced Frames

    Taichiro Okazaki;Michael D. Engelhardt;Masayoshi Nakashima;Keiichiro Suita

  • Design and Field Evaluation of Hybrid FRP/Reinforced Concrete Superstructure System

    Paul H. Ziehl;Michael D. Engelhardt;Timothy J. Fowler;Fernando V. Ulloa

Frequent Co-Authors

Thomas C. Schmidt
Thomas C. Schmidt Hamburg University of Applied Sciences
Egor P. Popov
Egor P. Popov University of California, Berkeley
Chia-Ming Uang
Chia-Ming Uang University of California, San Diego
Masayoshi Nakashima
Masayoshi Nakashima Kyoto University
Guo-Qiang Li
Guo-Qiang Li Tongji University
Venkatesh Kodur
Venkatesh Kodur Michigan State University
David A. Nethercot
David A. Nethercot Imperial College London
Bassam A. Izzuddin
Bassam A. Izzuddin Imperial College London
James M. Ricles
James M. Ricles Lehigh University

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