首页> 外文会议>Shanghai International Conference on Technology of Architecture and Structure(ICTAS 2009)(2009 中国上海国际建筑科技大会)论文集 >Mechanical Analysis and Construction of Bidirectional and Multi-span Continuous Cable Truss-cable Net Structure
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Mechanical Analysis and Construction of Bidirectional and Multi-span Continuous Cable Truss-cable Net Structure

机译:双向多跨连续电缆桁架式索网结构力学分析与施工

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摘要

The bidirectional and multi-span continuous cable truss-cable net structure consist of cable truss, cable net and apart steel truss. This allows the construction of a lightweight, longer span structure compared with the steel structural system. The parking lot of Tianjin Toyota No. 1 automobile factory is the new type structure system which is composed of rectangular grids formed by orthogonal cable trusses in two directions while inside each of the rectangular grids is saddle-shaped cable net. The form rinding process is introduced in this paper. Nonlinear mechanic behavior and ultimate bearing capacity is analyzed. The results show that cable trusses as intercolumniation connection have enough vertical stiffness to bear vertical load and guarantee structure stable, and cable truss and cable net can cooperative with work. This paper also describes construction.
机译:双向和多跨连续电缆桁架电缆网结构由电缆桁架,电缆网和分开的钢桁架组成。与钢结构系统相比,这可以构造重量轻,跨度更长的结构。天津丰田第一汽车制造厂的停车场是一种新型结构系统,由正交网格在两个方向上形成的矩形网格组成,而每个矩形网格内部均为鞍形电缆网。本文介绍了表单浸入过程。分析了非线性力学行为和极限承载力。结果表明,作为桁架间连接的索架具有足够的竖向刚度,可以承受竖向荷载并保证结构的稳定,索架和索网可以协同工作。本文还介绍了构造。

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