A method of seismic response analysis for long-span Bridges considering the synthetic effects of wave-traveling, topography and multi-support excitations is established.
提出一种综合考虑行波和地形影响的大跨结构在多点输入下的地震响应分析方法。
Profound analysis is made of the rule of seismic response of reticulated shell under multi-support excitations, and some important conclusions are drawn.
深入分析了大跨度单层柱面网壳结构在多点输入下的地震反应规律，得出一些有益于工程实际的重要结论。
Thus the usual method for the discretized system under the action of multi-support excitations is expanded and can be applied for the continuous system.
从而将求解离散体系对多点地震激励反应的方法推广到管线的弯曲振动问题中。
应用推荐