Seismic Performance of Low-Rise Wood-Framed and Reinforced Masonry Buildings with Clay Masonry Veneer-Reference-Cited by-同舟云学术

Seismic Performance of Low-Rise Wood-Framed and Reinforced Masonry Buildings with Clay Masonry Veneer

Author:

Klingner Richard E.¹,McGinley W. Mark²,Shing P. Benson³,McLean David I.⁴,Jo Seongwoo⁵,Okail Hussein⁶

Affiliation:

1. L. P. Gilvin Professor in Civil Engineering, Dept. of Civil Engineering, Univ. of Texas, Austin, TX 78712 (corresponding author).

2. Professor and Endowed Chair for Infrastructure Research, Dept. of Civil and Environmental Engineering, Univ. of Louisville, Louisville, KY 40292.

3. Professor, Dept. of Structural Engineering, Univ. of California at San Diego, La Jolla, CA 92093.

4. Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164.

5. Former Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas, Austin, TX 78712.

6. Assistant Professor, Structural Engineering Dept., Ain Shams Univ., Cairo, 11566, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference18 articles.

1. American Forest and Paper Association (AFPA). (2005). “National design specification for wood construction.” ANSI/NFPA NDS-2005 Washington DC.

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