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-framed bridge is numerically simulated considering traveling wave effects,compared with the result under the coincident earthquake excitation.
引文
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