大跨度张弦梁结构的地震响应分析  

Seismic response analysis of long-span beam string structures

作　　者：丁阳[1] 岳增国[1] 刘锡良[1] 

机构地区：[1]天津大学建筑工程学院,天津300072

出　　处：《地震工程与工程振动》2003年第5期163-168,共6页Earthquake Engineering and Engineering Dynamics

基　　金：国家自然科学基金资助项目(50278064)

摘　　要：本文分析了预张力的大小、撑杆的数目、地震的行波效应和结构约束条件对大跨度张弦梁结构地震响应的影响。结果表明:结构的初始地震响应随着索内预张力的增大而增大,然后逐渐趋于接近,与预张力大小无关;撑杆的数目和位置对结构的地震响应影响很小;与地震波的一致输入相比,考虑行波效应的索应力响应峰值增大62.9%,竖向位移响应峰值增大36.2%;张弦梁结构的地震响应对支座约束条件很敏感,约束条件改变,地震响应改变很大。In this paper, the analysis of the influence of different brace bars arrangements, different prestresses, different restrictions and travelingwave effect on the seismic response of longspan beam string structure is performed. The numerical results shows that the preliminary seismic response of structure increases with the prestress enhancement, then,the seismic response of structure approaches to the same value gradually. The number and position of brace bars have faint influence on the seismic response peak value of stress of tightwire (increasing 62.9%), and the peak value of vertical displacement increases 36.2% when considering travelingwave effect.Compared to the consistent excitations of earthquake,the different restrictions have remarkable influence on the seismic responses of longspan beam string structure.

关 键 词：地震响应 张弦梁结构 预张力 撑杆数目 行波效应 支承条件 

分 类 号：TU393.3[建筑科学—结构工程] P315.9[天文地球—地震学]