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 |
DOI | 10.4028/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
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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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