摘要
基于行波激励下大跨度结构地震反应分析的方法,对某一大跨度的连续刚构桥进行了行波激励下地震反应的数值模拟,并与一致地震激励下的计算结果进行了比较。
In this paper, the methods of seismic response analysis for long-span structure considering traveling wave effects are established. And the seismic responses of a three-spans continuous rigid-flamed bridge is numerically simulated considering traveling wave effects, compared with the result under the coincident earthquake excitation.
出处
《山西建筑》
2007年第4期82-83,共2页
Shanxi Architecture
关键词
地震输入
行波效应
地震反应分析
earthquake input pattern, traveling wave effects, seismic response analysis
