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Richard E. Klingner

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Klingner, Richard E. / Bertero, Vitelmo V. (1978): Earthquake Resistance of Infilled Frames. In: Journal of the Structural Division (ASCE), v. 104, n. 6 (June 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. In: Journal of Constructional Steel Research, v. 66, n. 4 (April 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. In: Earthquake Engineering and Structural Dynamics, v. 40, n. 5 (25 April 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. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 14 (November 2010).

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

  5. Sladek, John R. / Klingner, Richard E. (1983): Effect of Tuned‐Mass Dampers on Seismic Response. In: Journal of Structural Engineering (ASCE), v. 109, n. 8 (August 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. In: Journal of Structural Engineering (ASCE), v. 140, n. 9 (September 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. In: Journal of Bridge Engineering (ASCE), v. 17, n. 2 (March 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. In: Journal of Structural Engineering (ASCE), v. 118, n. 6 (June 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. In: Journal of Structural Engineering (ASCE), v. 139, n. 8 (August 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. In: Journal of Bridge Engineering (ASCE), v. 16, n. 4 (July 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. In: Construction and Building Materials, v. 20, n. 4 (May 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. In: Structural Engineering International, v. 19, n. 4 (November 2009).

    https://doi.org/10.2749/101686609789847109

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