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Richard E. Klingner

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. Klingner, Richard E. / Bertero, Vitelmo V. (1978): Earthquake Resistance of Infilled Frames. Dans: Journal of the Structural Division (ASCE), v. 104, n. 6 (juin 1978).

    https://doi.org/10.1061/jsdeag.0004947

  2. Kwon, Gunup / Engelhardt, Michael D. / Klingner, Richard E. (2010): Behavior of post-installed shear connectors under static and fatigue loading. Dans: Journal of Constructional Steel Research, v. 66, n. 4 (avril 2010).

    https://doi.org/10.1016/j.jcsr.2009.09.012

  3. Okail, Hussein O. / Shing, P. Benson / McGinley, William M. / Klingner, Richard E. / Jo, Seongwoo / McLean, David I. (2011): Shaking-table tests of a full-scale single-story masonry veneer wood-frame structure. Dans: Earthquake Engineering and Structural Dynamics, v. 40, n. 5 (25 avril 2011).

    https://doi.org/10.1002/eqe.1045

  4. Okail, Hussein O. / Shing, P. Benson / Klingner, Richard E. / McGinley, William M. (2010): Performance of clay masonry veneer in wood-stud walls subjected to out-of-plane seismic loads. Dans: Earthquake Engineering and Structural Dynamics, v. 39, n. 14 (novembre 2010).

    https://doi.org/10.1002/eqe.999

  5. Sladek, John R. / Klingner, Richard E. (1983): Effect of Tuned‐Mass Dampers on Seismic Response. Dans: Journal of Structural Engineering (ASCE), v. 109, n. 8 (août 1983).

    https://doi.org/10.1061/(asce)0733-9445(1983)109:8(2004)

  6. Ahmadi, Farhad / Hernandez, Jaime / Sherman, Jacob / Kapoi, Christina / Klingner, Richard E. / McLean, David I. (2014): Seismic Performance of Cantilever-Reinforced Concrete Masonry Shear Walls. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 9 (septembre 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000941

  7. 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

  8. Cook, Ronald A. / Klingner, Richard E. (1992): Ductile Multiple‐Anchor Steel‐to‐Concrete Connections. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 6 (juin 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:6(1645)

  9. Klingner, Richard E. / McGinley, W. Mark / Shing, P. Benson / McLean, David I. / Jo, Seongwoo / Okail, Hussein (2013): Seismic Performance of Low-Rise Wood-Framed and Reinforced Masonry Buildings with Clay Masonry Veneer. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 8 (août 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000663

  10. Kwon, Gunup / Engelhardt, Michael D. / Klingner, Richard E. (2011): Experimental Behavior of Bridge Beams Retrofitted with Postinstalled Shear Connectors. Dans: Journal of Bridge Engineering (ASCE), v. 16, n. 4 (juillet 2011).

    https://doi.org/10.1061/(asce)be.1943-5592.0000184

  11. Klingner, Richard E. (2006): Behavior of masonry in the Northridge (US) and Tecomán–Colima (Mexico) earthquakes: Lessons learned, and changes in US design provisions. Dans: Construction and Building Materials, v. 20, n. 4 (mai 2006).

    https://doi.org/10.1016/j.conbuildmat.2005.08.024

  12. 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

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