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Reichenbach, Matthew C. / White, Joshua B. / Park, Sunghyun / Helwig, Todd A. / Engelhardt, Michael D. / Connor, Robert J. / Grubb, Michael A. (2024): Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 29, n. 11 (November 2024).
https://doi.org/10.1061/jbenf2.beeng-6432
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Lee, Jinwoo / Engelhardt, Michael D. / Taleff, Eric M. (2012): Mechanical Properties of ASTM A992 Steel After Fire. In: Engineering Journal, v. 49, n. 1 (March 2012).
https://doi.org/10.62913/engj.v49i1.1222
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Engelhardt, Michael D. / Meacham, Brian / Kodur, Venkatesh / Kirk, Adam / Park, Haejun / van Straalen, Ijsbrand / Maljaars, Johan / van Weeren, Kees / de Feijter, Rene / Both, Kees: Observations from the Fire and Collapse of the Faculty of Architecture Building, Delft University of Technology. Presented at: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.
https://doi.org/10.1061/9780784412848.101
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El Ghor, Ahmad H. / Hantouche, Elie G. / Morovat, Mohammed A. / Engelhardt, Michael D. (2021): Rate-Dependent Behavior of Transverse Welded Lap Joints at Elevated Temperatures. In: Journal of Structural Engineering (ASCE), v. 147, n. 2 (February 2021).
https://doi.org/10.1061/(asce)st.1943-541x.0002898
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Reichenbach, Matthew C. / Liu, Yangqing / Helwig, Todd A. / Engelhardt, Michael D. (2020): Lateral-Torsional Buckling of Singly Symmetric I-Girders with Stepped Flanges. In: Journal of Structural Engineering (ASCE), v. 146, n. 10 (October 2020).
https://doi.org/10.1061/(asce)st.1943-541x.0002780
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Aboutaha, Riyad S. / Engelhardt, Michael D. / Jirsa, James O. / Kreger, Michael E. (1996): Retrofit of Concrete Columns with Inadequate Lap Splices by the Use of Rectangular Steel Jackets. In: Earthquake Spectra, v. 12, n. 4 (November 1996).
https://doi.org/10.1193/1.1585906
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Popov, Egor P. / Engelhardt, Michael D. (1988): Seismic eccentrically braced frames. In: Journal of Constructional Steel Research, v. 10 (January 1988).
https://doi.org/10.1016/0143-974x(88)90034-x
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Kim, Kee Dong / Engelhardt, Michael D. (2002): Monotonic and cyclic loading models for panel zones in steel moment frames. In: Journal of Constructional Steel Research, v. 58, n. 5-8 (January 2002).
https://doi.org/10.1016/s0143-974x(01)00079-7
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Cai, Wenyu / Morovat, Mohammed A. / Engelhardt, Michael D. (2017): True stress-strain curves for ASTM A992 steel for fracture simulation at elevated temperatures. In: Journal of Constructional Steel Research, v. 139 (December 2017).
https://doi.org/10.1016/j.jcsr.2017.09.024
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Lee, Jinwoo / Engelhardt, Michael D. (2014): Pre-yielding effects of ASTM A992 steel at elevated temperatures. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014).
https://doi.org/10.1007/s13296-014-1210-2
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Engelhardt, Michael D. / Sabol, Thomas A. (1998): Reinforcing of steel moment connections with cover plates: benefits and limitations. In: Engineering Structures, v. 20, n. 4-6 (April 1998).
https://doi.org/10.1016/s0141-0296(97)00038-2
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Hong, Jong-Kook / Uang, Chia-Ming / Okazaki, Taichiro / Engelhardt, Michael D. (2015): Link-to-Column Connection with Supplemental Web Doublers in Eccentrically Braced Frames. In: Journal of Structural Engineering (ASCE), v. 141, n. 8 (August 2015).
https://doi.org/10.1061/(asce)st.1943-541x.0001170
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Civjan, Scott A. / Engelhardt, Michael D. / Gross, John L. (2000): Retrofit of Pre-Northridge Moment-Resisting Connections. In: Journal of Structural Engineering (ASCE), v. 126, n. 4 (April 2000).
https://doi.org/10.1061/(asce)0733-9445(2000)126:4(445)
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Kwon, Gunup / Engelhardt, Michael D. / Klingner, Richard E. (2012): Parametric Studies and Preliminary Design Recommendations on the Use of Postinstalled Shear Connectors for Strengthening Noncomposite Steel Bridges. In: Journal of Bridge Engineering (ASCE), v. 17, n. 2 (March 2012).
https://doi.org/10.1061/(asce)be.1943-5592.0000261
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Civjan, Scott A. / Engelhardt, Michael D. / Gross, John L. (2001): Slab Effects in SMRF Retrofit Connection Tests. In: Journal of Structural Engineering (ASCE), v. 127, n. 3 (March 2001).
https://doi.org/10.1061/(asce)0733-9445(2001)127:3(230)
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Beck, Hermann / Engelhardt, Michael D. (2002): Net Section Efficiency of Steel Coupons with Power Actuated Fasteners. In: Journal of Structural Engineering (ASCE), v. 128, n. 1 (January 2002).
https://doi.org/10.1061/(asce)0733-9445(2002)128:1(12)
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Okazaki, Taichiro / Liu, Dawei / Nakashima, Masayoshi / Engelhardt, Michael D. (2006): Stability Requirements for Beams in Seismic Steel Moment Frames. In: Journal of Structural Engineering (ASCE), v. 132, n. 9 (September 2006).
https://doi.org/10.1061/(asce)0733-9445(2006)132:9(1334)
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Kim, Kee-Dong / Engelhardt, Michael D. (2007): Nonprismatic Beam Element for Beams with RBS Connections in Steel Moment Frames. In: Journal of Structural Engineering (ASCE), v. 133, n. 2 (February 2007).
https://doi.org/10.1061/(asce)0733-9445(2007)133:2(176)
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Hadjioannou, Michalis / Donahue, Sean / Williamson, Eric B. / Engelhardt, Michael D. (2018): Large-Scale Experimental Tests of Composite Steel Floor Systems Subjected to Column Loss Scenarios. In: Journal of Structural Engineering (ASCE), v. 144, n. 2 (February 2018).
https://doi.org/10.1061/(asce)st.1943-541x.0001929
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Popov, Egor P. / Tsai, Keh-Chyuan / Engelhardt, Michael D. (1989): On seismic steel joints and connections. In: Engineering Structures, v. 11, n. 3 (July 1989).
https://doi.org/10.1016/0141-0296(89)90003-5
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Engelhardt, Michael D. / Sabol, Thomas A. (1997): Seismic-resistant steel moment connections: developments since the 1994 Northridge earthquake. In: Progress in Structural Engineering and Materials, v. 1, n. 1 (September 1997).
https://doi.org/10.1002/pse.2260010112
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Kwon, Gunup / Engelhardt, Michael D. / Klingner, Richard E. (2009): Strengthening Bridges by Developing Composite Action in Existing Non-Composite Bridge Girders. In: Structural Engineering International, v. 19, n. 4 (November 2009).
https://doi.org/10.2749/101686609789847109
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Kwon, Gunup / Klingner, Richard / Engelhardt, Michael D. (2008): Strengthening Existing Non-Composite Steel Girder Bridges by the Use of Post-Installed Shear Connectors. Presented at: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008.
https://doi.org/10.2749/222137908796292308
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Aboutaha, Riyad S. / Engelhardt, Michael D. / Jirsa, James O. / Kreger, Michael R. (1995): Seismic strengthening of the reinforced concrete columns with inadequate lap splices. Presented at: IABSE Symposium: Extending the Lifespan of Structures, San Francisco, CA, USA, August 1995.
https://doi.org/10.5169/seals-55205