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不同布索方案下预应力双层柱面网壳结构稳定性分析

赫高俪

江西建材Issue(5):155-159,5.
江西建材Issue(5):155-159,5.

不同布索方案下预应力双层柱面网壳结构稳定性分析

Stability Analysis of Prestressed Double-layer CylindricalLattice Shell Structure Under Different Cable Arrangement Schemes

赫高俪1

作者信息

  • 1. 沂水县审计局,山东 临沂 276400
  • 折叠

摘要

Abstract

The introduction of prestressed cables in double-layer cylindrical reticulated shell structure can not only improve the span of the structure,but also improve the safety and stability of large-span structures.The stability performance of steel structure building is the key factor of steel structure design.In this paper,taking the large-span double-layer cylindrical lattice shell structure as an example,using finite element method,select four kinds of cable arrangement forms which are beneficial to the structure.Combined with the factors such as rise-span ratio,span and thickness,the stability analysis of the selected structural model is carried out.

关键词

预应力/双层柱面网壳/布索方案/特征值/非线性

Key words

Prestressed/Double-layercylindrical lattice shell/Layout scheme/Eigenvalue/Nonlinear

分类

建筑与水利

引用本文复制引用

赫高俪..不同布索方案下预应力双层柱面网壳结构稳定性分析[J].江西建材,2024,(5):155-159,5.

江西建材

1006-2890

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