大跨度斜拉立体桁架的水平地震反应分析

孙建琴;李从林;吴敏哲

振动与冲击 ›› 2010, Vol. 29 ›› Issue (7) : 55-59.

PDF(1989 KB)
PDF(1989 KB)
振动与冲击 ›› 2010, Vol. 29 ›› Issue (7) : 55-59.
论文

大跨度斜拉立体桁架的水平地震反应分析

  • 孙建琴1; 李从林1; 吴敏哲2
作者信息 +

orizontal seismic response of a long span cable-stayed space truss

  • Sun Jian-qin1; Li Cong-lin1 ; Wu Min-zhe2
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文章历史 +

摘要

大跨度斜拉立体桁架是一种频谱密集周期较长的杂交结构体系,本文以该结构的两塔三跨和一塔两跨两种体系为对象,研究了通过控制振型参与质量贡献率来确定采用振型分解反应谱法分析时参与组合所需的振型数,探讨了水平地震反应分布规律,并进行了时程分析。研究表明:地震反应振型组合需取前20阶振型具有足够的精度,桁架最大竖向位移和塔顶水平位移及桁架和索的内力反应不大,而塔根的内力反应较大,设计时应给予足够重视。对一塔两跨体系,时程分析结果比振型分解反应谱法分析结果普遍偏大,该结构体系在设计时应采用时程分析法进行多遇地震下的补充计算。

Abstract


A long span cable-stayed space truss is a hybrid structural system with a denser frequency spectrum and longer periods. Here, the required mode numbers determined using modal mass contribution ratio to horizontal seismic response of two models of two spans with one tower and three spans with two towers for cable-stayed space truss and its horijontal senismic response distribution law were studied by using the mode superposition response spectrum method. Time history analyses were performed for two models. Results showed that the first 20 modes particioating earthquake responses have enough accuracy; the maximum vertical displacement of the space truss, horizontal displacement of tower top and internal forces of members of the space truss and the cables are not big, but internal forces of tower roots are relatively great. In process of design, roots of tower should be regarded; for the model of two spans with one tower, the results using the time history analysis method are bigger than those using the response spectrum method. Therefore, complementary calculations using the time history analysis procedure under multi-earthqyake should be performed for systems of two spans with one tower.

关键词

大跨度 / 斜拉立体桁架 / 水平地震响应 / 振型参与质量贡献率 / 反应谱法 / 时程分析法

Key words

long span / cable-stayed space truss / horizontal seismic response / modal mass contribution ratio / response spectrum method / time history analysis procedure

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导出引用
孙建琴;李从林;吴敏哲. 大跨度斜拉立体桁架的水平地震反应分析[J]. 振动与冲击, 2010, 29(7): 55-59
Sun Jian-qin; Li Cong-lin;Wu Min-zhe. orizontal seismic response of a long span cable-stayed space truss[J]. Journal of Vibration and Shock, 2010, 29(7): 55-59

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