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柱支承预应力局部单双层钢浅网壳的设计与应用
引用本文:肖建春,马星,马克俭.柱支承预应力局部单双层钢浅网壳的设计与应用[J].贵州工业大学学报(自然科学版),2005,34(4):80-83,87.
作者姓名:肖建春  马星  马克俭
作者单位:贵州大学土建学院,贵州,贵阳,550003
摘    要:柱支承预应力局部单、双层钢网壳是在预应力网壳的基础上应用等强度壳体理论而形成的一种空间结构形式。文中介绍了其优化、设计计算要点、静动力特性以及技术经济指标。

关 键 词:结构设计  预应力浅网壳  局部单双层浅网壳
文章编号:1009-0193(2005)04-0080-04
收稿时间:2005-03-21
修稿时间:2005-03-21

Design and Application of Pre-stressed Partial Single-Layer Steel Shallow Reticulated Shells
XIAO Jian-chun,MA Xing,MA Ke-jian.Design and Application of Pre-stressed Partial Single-Layer Steel Shallow Reticulated Shells[J].Journal of Guizhou University of Technology(Natural Science Edition),2005,34(4):80-83,87.
Authors:XIAO Jian-chun  MA Xing  MA Ke-jian
Abstract:Pre-stressed partial single-layer steel shallow reticulated shell is a new kind of long-span roof structures, whose formation derives from the theory of pre-stressed steel reticulated shells and the theory of equal strength shell. This paper introduces the design, static/dynamic characteristic of the structures. The technical and economic indexes of applied projects are also presented.
Keywords:structural design  pre-stressed shallow reticulated shell  partial single-layer shallow reticulated shell
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