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Michael D. Engelhardt ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. 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. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.101

  2. 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. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 2 (février 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002898

  3. 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. Dans: Earthquake Spectra, v. 12, n. 4 (novembre 1996).

    https://doi.org/10.1193/1.1585906

  4. Popov, Egor P. / Engelhardt, Michael D. (1988): Seismic eccentrically braced frames. Dans: Journal of Constructional Steel Research, v. 10 (janvier 1988).

    https://doi.org/10.1016/0143-974x(88)90034-x

  5. Cai, Wenyu / Morovat, Mohammed A. / Engelhardt, Michael D. (2017): True stress-strain curves for ASTM A992 steel for fracture simulation at elevated temperatures. Dans: Journal of Constructional Steel Research, v. 139 (décembre 2017).

    https://doi.org/10.1016/j.jcsr.2017.09.024

  6. Lee, Jinwoo / Engelhardt, Michael D. (2014): Pre-yielding effects of ASTM A992 steel at elevated temperatures. Dans: International Journal of Steel Structures, v. 14, n. 4 ( 2014).

    https://doi.org/10.1007/s13296-014-1210-2

  7. Engelhardt, Michael D. / Sabol, Thomas A. (1998): Reinforcing of steel moment connections with cover plates: benefits and limitations. Dans: Engineering Structures, v. 20, n. 4-6 (avril 1998).

    https://doi.org/10.1016/s0141-0296(97)00038-2

  8. Civjan, Scott A. / Engelhardt, Michael D. / Gross, John L. (2000): Retrofit of Pre-Northridge Moment-Resisting Connections. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 4 (avril 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:4(445)

  9. 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. Dans: Journal of Bridge Engineering (ASCE), v. 17, n. 2 (mars 2012).

    https://doi.org/10.1061/(asce)be.1943-5592.0000261

  10. Civjan, Scott A. / Engelhardt, Michael D. / Gross, John L. (2001): Slab Effects in SMRF Retrofit Connection Tests. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 3 (mars 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:3(230)

  11. Beck, Hermann / Engelhardt, Michael D. (2002): Net Section Efficiency of Steel Coupons with Power Actuated Fasteners. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 1 (janvier 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:1(12)

  12. Okazaki, Taichiro / Liu, Dawei / Nakashima, Masayoshi / Engelhardt, Michael D. (2006): Stability Requirements for Beams in Seismic Steel Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 132, n. 9 (septembre 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:9(1334)

  13. Kim, Kee-Dong / Engelhardt, Michael D. (2007): Nonprismatic Beam Element for Beams with RBS Connections in Steel Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 133, n. 2 (février 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:2(176)

  14. Popov, Egor P. / Tsai, Keh-Chyuan / Engelhardt, Michael D. (1989): On seismic steel joints and connections. Dans: Engineering Structures, v. 11, n. 3 (juillet 1989).

    https://doi.org/10.1016/0141-0296(89)90003-5

  15. Engelhardt, Michael D. / Sabol, Thomas A. (1997): Seismic-resistant steel moment connections: developments since the 1994 Northridge earthquake. Dans: Progress in Structural Engineering and Materials, v. 1, n. 1 (septembre 1997).

    https://doi.org/10.1002/pse.2260010112

  16. Kwon, Gunup / Engelhardt, Michael D. / Klingner, Richard E. (2009): Strengthening Bridges by Developing Composite Action in Existing Non-Composite Bridge Girders. Dans: Structural Engineering International, v. 19, n. 4 (novembre 2009).

    https://doi.org/10.2749/101686609789847109

  17. Kwon, Gunup / Klingner, Richard / Engelhardt, Michael D. (2008): Strengthening Existing Non-Composite Steel Girder Bridges by the Use of Post-Installed Shear Connectors. Présenté pendant: 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

  18. Aboutaha, Riyad S. / Engelhardt, Michael D. / Jirsa, James O. / Kreger, Michael R. (1995): Seismic strengthening of the reinforced concrete columns with inadequate lap splices. Présenté pendant: IABSE Symposium: Extending the Lifespan of Structures, San Francisco, CA, USA, August 1995.

    https://doi.org/10.5169/seals-55205

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