大跨网壳结构非一致激励竖向地震响应分析  

VERTICAL SEISMIC RESPONSE ANALYSIS OF LONG-SPAN SPHERICAL SHELL STRUCTURE SUBJECT TO INCONSISTENT EXCITATION

作　　者：翁光远[1,2] 王社良[1] 

机构地区：[1]西安建筑科技大学土木工程学院,西安710055 [2]陕西交通职业技术学院公路工程系,西安710018

出　　处：《工业建筑》2011年第8期91-95,共5页Industrial Construction

基　　金：国家自然科学基金重大研究计划培育资助项目(90715003);国家自然科学基金面上资助项目(10972168);教育部高等学校博士学科点专项科研资助基金(200807030002;20096120120005);陕西省自然科学基础研究资助基金青年人才项目(2009JQ7005);陕西省教育厅重点实验室访问学者项目(09JS023;09JS024);陕西省工业攻关项目(2008K07-31)

摘　　要：考虑大跨结构的地震响应随地震动空间变化的特性,研究非一致激励下大跨结构的运动方程,运用虚拟激励法的原理对非一致激励下的大跨网壳结构的地震响应进行分析,在ANSYS软件中将非一致激励考虑为静力计算和谐响应计算。通过对平面直径为80 m的单层球面网壳结构的算例分析,得到了竖向地震作用下网壳结构的地震响应变化规律,并与一致激励下地震影响进行对比分析。结果表明,考虑了行波效应的非一致激励,网壳节点位移和杆件内力分布较一致激励复杂,充分说明大跨结构的非一致激励竖向地震响应分析是十分必要的。In order to consider the vibration characteristics of spatial variation of long-span structure seismic response,equation of motion for the multi-point input of long-span structure is studied,seismic response of the long-span structures is analyzed by the principle of pseudo-excitation method.In general software ANSYS,multi-point input is considered as static calculations and harmonious response calculation.As the example analysis,the 80m single-layer reticulated spherical shell structure is analyzed,the vertical seismic response of the long-span spherical shell structure is obtained,statistical analysis of multi-point input and uniform earthquake are compared.Results show that multi-point input considering the travelling wave effect,the node displacement and internal force distribution of long-span spherical shell structure is more complex than unifirm earthquake.So,it is very necessary to fully consider multi-point input motion.

关 键 词：大跨结构 地震响应 非一致激励 

分 类 号：TU399[建筑科学—结构工程] TU311.3