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预应力双层柱面网壳整体稳定性分析
引用本文:布雪敬,王鹏飞,万松琳,杨晓明.预应力双层柱面网壳整体稳定性分析[J].青岛理工大学学报,2013(6):29-32.
作者姓名:布雪敬  王鹏飞  万松琳  杨晓明
作者单位:[1]青岛理工大学土木工程学院,青岛266033 [2]青岛理工大学建筑学院,青岛266033 [3]青岛理工大学建筑科技总公司,青岛266033 [4]北京赛博思建筑设计有限公司,北京100037
摘    要:双层柱面网壳结构是一种新型空间网壳结构,近几年得到快速发展,相关理论也更加成熟.但是预应力双层柱面网壳的研究却不多,理论计算分析也不完善,尤其对其稳定性的研究更是少之又少.利用有限元法,考虑不同矢跨比、荷载分布及预应力水平对预应力双层柱面网壳稳定性的影响,并与对应的双层柱面网壳结构进行对比,分析预应力作用下网壳的稳定特性.

关 键 词:预应力双层柱面网壳  稳定性  有限元法

Stability behavior of prestressed double-layer cylindrical latticed shell
BU Xue-jing,WANG Peng-fei,WAN Song-lin,YANG Xiao-ming.Stability behavior of prestressed double-layer cylindrical latticed shell[J].Journal of Qingdao Technological University,2013(6):29-32.
Authors:BU Xue-jing  WANG Peng-fei  WAN Song-lin  YANG Xiao-ming
Affiliation:1. a. School of Civil Engineering; b. School of Architecture; c. Architectural and Technological Company, Qingdao Technological University, Qingdao 266033 ,China; 2. Beijing SBS Architectural Design Co. , Ltd. , Beijing 100037, China)
Abstract:The double-layer cylindrical latticed shell presents a new type of the spatial latticed shell which gets developed in recent years and the related theories are also getting much more mature. However, the study of the prestressed double-layer cylindrical latticed shell is few especially for its stability and the theoretical calculation and analysis are also imperfect. With finite element method this paper analyzes the effect on the stability of the prestressed doublelayer cylindrical latticed shell when considering different rise-span ratio, load distribution and prestress level,and the stability of the prestressed latticed shell by contrast with the corre- sponding double-layer cylindrical latticed shell.
Keywords:prestressed double-layer cylindrical latticed shell  stability  finite element method
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