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多点激励下弦支穹顶叠合拱结构的地震响应(英文)
引用本文:刘红波,陈志华,周婷.多点激励下弦支穹顶叠合拱结构的地震响应(英文)[J].空间结构,2012,18(2):90-96.
作者姓名:刘红波  陈志华  周婷
作者单位:1. 天津大学建筑工程学院,天津,300072
2. 天津大学建筑工程学院,天津300072;天津市土木工程结构及新材料重点实验室,天津大学,天津300072
基金项目:Project supported by National Natural Science Foundation of China(50778122);Program for New Century Excellent Talents in University,MOE(NCET-06-0228);China Postdoctoral Science Foundation funded project(2012M510751)
摘    要:目前拱支结构在大跨度空间结构领域得到广泛应用.弦支穹顶叠合拱结构作为一种典型的拱支结构形式,已被山东茌平体育馆所采用,跨度达到196m.本文基于多点激励下的地震响应时程分析,研究了大跨度弦支穹顶叠合拱结构的行波效应.分析结果显示:当地震波速分别为300m/s、800m/s、1200m/s时,相应的地震行波效应系数分别为10.30、4.78、3.56,由此可见,对于大跨度弦支穹顶叠合拱而言,其行波效应较为显著,建议设计时适当考虑.

关 键 词:拱支结构  行波效应  弦支穹顶叠合拱  地震响应

Seismic response of suspen-dome with stacked arch structures under multiple support excitation
LIU Hong-bo , CHEN Zhi-hua , ZHOU Ting.Seismic response of suspen-dome with stacked arch structures under multiple support excitation[J].Spatial Structures,2012,18(2):90-96.
Authors:LIU Hong-bo  CHEN Zhi-hua  ZHOU Ting
Affiliation:1(1.Department of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Key Laboratory of Civil Engineering Structure & New Materials,Tianjin University,Tianjin 300072,China)
Abstract:The arch supported structures are widely adopted in large span spatial structures.The suspen-dome with stacked arched structures is a typical arch supported structure,which is adopted in Chiping Gymnasium.The span of the suspend-dome with stacked arch structures is up to 196 m.Therefore,the multiple support earthquake excitation time history analysis is carried out to investigate the wave traveling effect on the suspend-dome with stacked arch structures.The analysis results show that the wave traveling effect is remarkable and the maximal wave traveling effect factor under V=300m/s,V=800m/s and V=1200m/s are 10.30,4.87 and 3.56 respectively.It proves the wave traveling effect is significant on the suspen-dome with stacked arch structure and slould be considered in design.
Keywords:arch supported structures  wave traveling effect  suspen-dome with stacked arch structure  seismic response
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