Research on Numerical integration algorithm for MDOF Pseudo-dynamic test

被引:0
|
作者
Guo, Xin [1 ]
Zhu, Lihua [1 ]
Wang, Tianli [1 ]
机构
[1] Xian Univ Architecture & Technol, Civil Engn Inst, Xian 710055, Peoples R China
关键词
structural seismic; pseudo-dynamic test; numerical integration algorithm; On-line test control software;
D O I
10.4028/www.scientific.net/AMM.204-208.4820
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper focuses on two integration algorithms used for pseudo-dynamic test, explicit Newmark algorithm and implicit alpha-C algorithm. The comparison study between the test and simulation results shows that: the non-uniform distribution of mass, restoring force characteristics and higher frequency vibration modality are simulated more accurately using the alpha-C algorithm than using explicit Newmark algorithm. The alpha-C algorithm also leads to high iterative accuracy and unconditional stability. Replacing the explicit Newmark algorithm in original experimental system by implicit alpha-C algorithm, the MDOF pseudo dynamic test system can be realized successfully.
引用
收藏
页码:4820 / 4826
页数:7
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