Seismic performance tests of masonry and masonry veneer

被引：3
|
作者：
Klingner R.E. [1 ]
Shing P.B. [2 ]
McGinley W.M. [3 ]
McLean D.I. [2 ]
Okail H. [4 ]
Jo S. [1 ]
机构：
[1] Civil Engineering, Univ. of Texas at Austin, Austin
[2] Dept. of Structural Engineering, Univ. of California at San Diego, San Diego
[3] Infrastructure Research Civil and Environmental Engineering, Univ. of Louisville, Louisville
[4] Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman
来源：
Journal of ASTM International | 2010年 / 7卷 / 03期
关键词：
Design; Earthquake; Masonry; Veneer;
D O I：
10.1520/JAI102740
中图分类号：
学科分类号：
摘要：
This paper summarizes the preliminary findings of a research project on performance-based design of masonry and masonry veneer. The project includes quasi-static testing of clay masonry veneer with wood-stud and concrete masonry backings; shaking-table tests of concrete masonry and wood-stud wall segments with clay masonry veneer; and shaking-table tests of a full-scale wood-stud structure with clay masonry veneer and a concrete masonry structure with clay masonry veneer; and nonlinear analytical modeling. Based on the test results, recommendations are presented for refinements to current seismic design and detailing provisions for masonry and masonry veneer. Copyright © 2010 by ASTM International.
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