An adaptive loading test on collapse mechanism formation of multi-story steel frames subjected to uncertain lateral load pattern

被引:0
|
作者
Ohi, Kenichi [1 ]
Choi, Jae-Hyouk [2 ]
机构
[1] Kobe Univ, Fac Engn, Dept Civil & Architectural Engn, 1-1 Rokkodai, Kobe, Hyogo 6578501, Japan
[2] Chosun Univ, Engn Coll, Sch Architecture, Kwangju 501759, South Korea
来源
关键词
first-order reliability method; computer-controlled loading test; collapse mechanism formation; multi-story frame; pseudo-dynamic test;
D O I
10.4028/www.scientific.net/KEM.345-346.1169
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An adaptive loading system is developed to examine a design point of multi-story steel test frames subjected to uncertain load pattern. Lateral loads are given as a random combination of basic load patterns, and the system drives a test frame to the most likely failure situation. Two-story steel moment resisting frames are tested considering a failure mechanism formation of plastic collapse as a tentative limit state. A random 2-dof lateral force is given by a random combination of two basic load patterns, which are arranged to represent elastic earthquake load effects. Hybrid design point search or adaptive loading tests on the 2-story frame are performed, and the detected likely failure mechanisms are compared with the results of pseudo-dynamic response tests to deterministic excitations.
引用
收藏
页码:1169 / +
页数:2
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