Nonlinear dynamic analysis of the damping frame structure system

被引：0
|
作者：
Gan, Hong [1 ]
Li, Mei [2 ]
Yang, Yizhen [3 ]
机构：
[1] Anhui Polytech Univ, Presidents Off, 8 Beijing Rd, Wuhu 241000, Peoples R China
[2] Anhui Univ Architecture, Sch Civil Engn, Hefei 230022, Peoples R China
[3] Anhui Polytechn Univ, Coll Civil Engn & Architectur, Anhui 241000, Peoples R China
来源：
ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4 | 2012年 / 594-597卷
关键词：
Consumers can support framework; Time-history analysis; Restoring force;
D O I：
10.4028/www.scientific.net/AMR.594-597.886
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
In the paper, take full account of energy dissipation operating characteristics. Interlayer shear-frame structure for the analysis of the Wilson-Theta method ELASTOPLASTIC schedule, the design of a nonlinear dynamic time history analysis procedure. On this basis, taking into account the restoring force characteristics of the energy dissipation system, the inflection point in the restoring force model treatment, to avoid a result of the calculation results of distortion due to the iterative error. A frame structure seismic response time history analysis results show that: the framework of the energy dissipation significantly lower than the seismic response of the common framework, and its role in the earthquake when more significant.
引用
收藏
页码：886 / +
页数：2
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