摘要
简述了常用的地震验算方法,通过对虚拟随机激励法的介绍,建立了动力计算模型,并对斜靠式拱桥随机振动进行了分析,指出虚拟激励法求解结构动力响应,概念明确,方法简单。
The paper indicates the common seismic calculation method, establishes the dynamic calculation model according to the introduction of the pseudo-excitation method, analyzes the random vibration of the leaning arch bridge, and points out the concept is identified and its meth-ods are simple by solving the structural dynamic response with the pseudo excitation method.
出处
《山西建筑》
2015年第15期34-35,共2页
Shanxi Architecture
关键词
虚拟激励法
计算模型
随机激励
功率谱
pseudo excitation method
calculation model
random excitation
power spectrum