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预应力网壳—拉杆拱组合结构的设计与分析
引用本文:周臻,孟少平,李霆,刘炳清.预应力网壳—拉杆拱组合结构的设计与分析[J].特种结构,2006,23(2):48-50,53.
作者姓名:周臻  孟少平  李霆  刘炳清
作者单位:1. 东南大学,土木工程学院,南京,210096
2. 中南建筑设计院,武汉,430071
摘    要:本文以武汉长江防洪模型试验大厅工程为背景,介绍了该工程的预应力网壳-拉杆拱组合结构的设计,并对分析中的难点:预应力全过程、节点和稳定分析进行了详细地讨论。本文提出的预应力分析方法、节点形式和构造具有重要参考价值。

关 键 词:预应力网壳  拉杆拱  预应力分析  节点  稳定

Design and Analysis for Hybridized Structures Composed of Prestressed Reticulated Shells and Tied-Arches
Zhou Zhen,Meng Shaoping,Li Ting,Liu Bingqing.Design and Analysis for Hybridized Structures Composed of Prestressed Reticulated Shells and Tied-Arches[J].Special Structures,2006,23(2):48-50,53.
Authors:Zhou Zhen  Meng Shaoping  Li Ting  Liu Bingqing
Abstract:Based on the project of Yangtse-river Model Testing Hall in Wuhan, the design of hybridized structure composed of prestressed reticulated shells and tied-arches is briefly introduced. Moreover, the difficulties in the process of analysis, including all progress of prestressing,joint and stability analysis, are detailedly discussed. The prestressing anlaysis methods, joint style and structure construction presented have important reference value.
Keywords:Prestressed reticulated shell Tied-arch Prestressing analysis Joint Stability
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