Remote Hybrid Testing of Asymmetric Structures under Earthquake Excitation

被引：0

作者：

Fan, Yunlei ^{[1
]}

Xiao, Yan ^{[2
,3
]}

Guo, Yurong ^{[2
]}

Yuan, Tao ^{[4
]}

机构：

[1] Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha, Peoples R China

[2] Hunan Univ, Coll Civil Engn, Minist Educ, Key Lab Bldg Safety & Energy Effciency, Changsha, Hunan, Peoples R China

[3] Univ So Calif, Dept Civil Engn, Los Angeles, CA 90007 USA

[4] China Urban Construct Design & Res Inst, Beijing, Peoples R China

来源：

ADVANCES IN CIVIL INFRASTRUCTURE ENGINEERING, PTS 1 AND 2 | 2013年 / 639-640卷

基金：

中国国家自然科学基金;

关键词：

Remote collaboration; Pseudo dynamic testing; Torsional effects; Simulation tests;

D O I：

10.4028/www.scientific.net/AMR.639-640.1168

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Based on the pseudo-dynamic testing method and substructure technique, a remote hybrid dynamic testing method for asymmetric-plan buildings considering torsional effects is described. Besides, this paper presents the method and control principle for testing substructures in a single-story frame system under loading due to eccentric lateral responses of superstructure to earthquake motion. Several validated simulation tests of an asymmetric bridge system have been conducted successfully based on the remote testing platform NetSLab and the crossed-response of torsional and translational vibration of bridge structures under three representative ground motions was studied.

引用

页码：1168 / +

页数：2

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