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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

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在双层柱面网壳结构中引入预应力拉索,不仅能增大结构跨度,还能提高大跨度结构的安全性、稳定性.钢结构建筑的稳定性能是钢结构设计的关键因素.文中以大跨度双层柱面网壳结构为例,采用有限元法,选取四种对结构受力有利的布索形式,结合矢跨比、跨度、厚度等因素,对所选结构模型进行稳定性分析.
Stability Analysis of Prestressed Double-layer CylindricalLattice Shell Structure Under Different Cable Arrangement Schemes
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.

PrestressedDouble-layercylindrical lattice shellLayout schemeEigenvalueNonlinear

赫高俪

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沂水县审计局,山东 临沂 276400

预应力 双层柱面网壳 布索方案 特征值 非线性

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(5)