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Bennett R. Banting

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. Banting, Bennett R. / El-Dakhakhni, Wael W. (2014): Normal Strain-Adjusted Shear Strength Expression for Fully Grouted Reinforced Masonry Structural Walls. In: Journal of Structural Engineering (ASCE), v. 140, n. 3 (March 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000842

  2. Banting, Bennett R. / El-Dakhakhni, Wael W. (2014): Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements. In: Journal of Structural Engineering (ASCE), v. 140, n. 5 (May 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000895

  3. Banting, Bennett R. / El-Dakhakhni, Wael W. (2014): Seismic Design Parameters for Special Masonry Structural Walls Detailed with Confined Boundary Elements. In: Journal of Structural Engineering (ASCE), v. 140, n. 10 (October 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000980

  4. El-Dakhakhni, Wael W. / Banting, Bennett R. / Miller, Shawn C. (2013): Seismic Performance Parameter Quantification of Shear-Critical Reinforced Concrete Masonry Squat Walls. In: Journal of Structural Engineering (ASCE), v. 139, n. 6 (June 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000713

  5. Banting, Bennett R. / El-Dakhakhni, Wael W. (2012): Force- and Displacement-Based Seismic Performance Parameters for Reinforced Masonry Structural Walls with Boundary Elements. In: Journal of Structural Engineering (ASCE), v. 138, n. 12 (December 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000572

  6. Siyam, Mustafa A. / El-Dakhakhni, Wael W. / Banting, Bennett R. / Drysdale, Robert G. (2016): Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance–Based Design Parameters. In: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 4 (August 2016).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000804

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