一种新型预应力空间结构形式——弦支拱壳结构

刘红波; 陈志华; 周婷

doi:10.13204/j.gyjz201008003

一种新型预应力空间结构形式——弦支拱壳结构

doi: 10.13204/j.gyjz201008003

1.
天津大学建筑工程学院,天津 300072

基金项目:

新世纪优秀人才支持计划资助项目(NCET-06-0228)

详细信息

中图分类号: TU399
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- 文章访问数: 142
- HTML全文浏览量: 7
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- 被引次数: 0
出版历程
- 收稿日期: 2010-03-10
- 刊出日期: 2010-08-20

A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES

1.
School of Civil Engineering,Tianjin University,Tianjin 300072,China

摘要

摘要: 在总结拱支网壳结构力学特点的基础上，将张拉整体的概念引入拱支网壳，提出弦支拱壳结构，较好地解决了拱支网壳结构支座反力较大，下部支承结构设计较为困难的问题。结合算例分析弦支拱壳结构的静力性能、稳定性能，得出张拉整体的引入很大程度上能减小拱支网壳结构的支座反力，且较大提高拱支网壳结构的稳定性能；对比分析弦支拱壳和拱支网壳结构的基本动力特性，得到刚度和自振频率等特性。
- 拱支网壳 /
- 张拉整体 /
- 弦支拱壳 /
- 静力性能 /
- 稳定性能 /
- 动力性能
Abstract: Based on summarizing the mechanical characteristics of arch-supported reticulated shell structures,the concept of tensigrity system is introduced into the arch-supported reticulated shell,which as solved the problems of large reaction of the support in an arch-supported reticulated shell,as well as the difficulty in the design of a bearing structure. It is also analyzed the static behavior and stability of a cable supported arch-dome structure combined with an actual project. The introduction of tensigrity can decrease greatly the support reaction of the arch-supported reticulated shell structure and also inpove its stability. The basic dynamic characteristics of the two types of structures are compared,with which stiffness and natural frequency of vibration are got.
- arch-supported reticulated shell structures /
- tensigrity systems /
- cable supported arch-dome structures /
- static behavior /
- stability behavior /
- dynamic behavior

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参考文献(8)

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