Modal parameter identification of concrete filled steel tube arch bridge based on stochastic subspace method

被引：0

作者：

Wang Li-xian ^{[1
]}

Di Sheng-kui ^{[1
]}

机构：

[1] Lan Zhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China

来源：

2013 FIFTH INTERNATIONAL CONFERENCE ON MEASURING TECHNOLOGY AND MECHATRONICS AUTOMATION (ICMTMA 2013) | 2013年

关键词：

Modal Analysis; ambient Vibration; stochastic subspace method; arc bridge rib;

D O I：

10.1109/ICMTMA.2013.174

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

Based on stochastic subspace method, the natural frequency of the bridge arch rib, damping ratios and vibration mold parameter was obtained by modal parameter identification of a concrete filled steel tubular arch bridge under ambient excitation, and the Midas Civil finite element software was used to establish a computational model of the bridge. Measured results and calculated results were compared, and the reliability of the identification results have been verified, the identified dynamic properties can be served as the basis in the finite element model updating, damage detection, condition assessment and health monitoring of the bridge.

引用

页码：695 / 697

页数：3