张弦网壳结构地震响应规律分析

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英文篇名：SEISMIC RESPONSE ANALYSIS OF LATTICED SHELL WITH TENSION CHORD 中文刊名：钢结构 英文刊名：Steel Construction 作者：曹资 ; 薛素铎 ; 冯远 ; 夏循 ; 王立维 ; 王雪生 英文作者：Cao Zi1 Xue Suduo1 Feng Yuan2 Xia Xun2 Wang Liwei2 Wang Xuesheng1 (1.Beijing University of Technology ; Beijing 100022 ; China ; 2.China Southwest Architectural Design and Research Institute ; Chengdu 610081 ; China) 中文关键词：张弦网壳结构 ; 地震响应 ; 整体模型 ; 固支模型 英文关键词：latticed shell with tension chord ; seismic response ; integral model ; the upper structure model with hinged supports 出版日期：2011-04-22 机构：北京工业大学;中国建筑西南设计研究院; 年：2011 期：04 出版单位：钢结构

摘要

对张弦网壳结构地震响应规律进行大量理论分析与计算研究。在建立多自由度体系计算模型及地震响应基本方程的基础上,探讨对比采用不同计算方法、不同方向单维地震作用及多维地震作用下张弦网壳结构的地震响应,深入地研究张弦网壳屋盖与下部支承体系的静力及动力相互作用,强调采用整体模型的必要性,并给出张弦网壳结构地震响应的特点与规律,从而对张弦网壳结构的抗震设计提出有益的建议。
The theoretical analysis and computing research on seismic response analysis of latticed shell with tension chord are presented. Based on the multi-degree freedom calculation model and fundamental equation of seismic response, the seismic responses of latticed shell with tension chord in different calculation methods, one-dimensional and multi-dimensional earthquake in different directions are compared. The static and dynamic interaction of the shell roof and bottom supporting structure is in-depth studied and the necessity of integral model is emphasized .The characteristics and regularity of seismic response of latticed shell with tension chord shell are also presented. Which provides useful suggestions for the seismic design of latticed shell with tension chord.

引文

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