中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Dynamic Behavior and Stability of Prestressed Arch-Supported Reticulate Shell Structure

文献类型:会议论文

作者Dong, Jiantao1; Zhao, Jun2; Shi, Kai2
出版日期2011
会议日期NOV 06-08, 2010
会议地点Shenzhen, PEOPLES R CHINA
关键词prestressed arch-supported reticulate shell dynamic behavior stability
卷号150-151
DOI10.4028/www.scientific.net/AMR.150-151.188
页码188
英文摘要As a new long-span space system, the prestressed arch-supported reticulate shell structure performs the advantages of reticulated shell and prestressed structure. The construction process, large span/depth ratio and small critical load of long-span space structure, can lead to obvious stress excess of tensile steel, especially when prestressed arches are used in truss arch and reticulated shell combined structure. However, no research was conducted on how the residual stress in the steel affects the structure stability. Thus, the dynamic behavior of some actual structure is simulated numerically through modal analysis by ANSYS in this paper. The results show that, for prestressed arch-supported reticulate shell structure, the vibration frequency increases with the whole stiffness, and the prestress can improve obviously the buckling ultimate load. There is great difference in vibration modes for different structure styles. This kind of hybrid structure conducts good whole performance, and may be used widely in the near future.
源文献作者Bu, JL ; Jiang, ZY ; Jiao, S
会议录ADVANCES IN COMPOSITES, PTS 1 AND 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Materials Science
WOS记录号WOS:000289913000039
源URL[http://119.78.100.198/handle/2S6PX9GI/4614]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位1.Changan Univ, Sch Sci ;
2.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Dong, Jiantao,Zhao, Jun,Shi, Kai. Dynamic Behavior and Stability of Prestressed Arch-Supported Reticulate Shell Structure[C]. 见:. Shenzhen, PEOPLES R CHINA. NOV 06-08, 2010.

入库方式: OAI收割

来源:武汉岩土力学研究所

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