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大跨度空间钢结构抗震及施工模拟分析研究展望

张珈铭 刘坚 周观根

华南地震Issue(z1):43-48,6.
华南地震Issue(z1):43-48,6.DOI:10.13512/j.hndz.2014.Supp.(I).009

大跨度空间钢结构抗震及施工模拟分析研究展望

Research Prospects of the Seismic Resistance and the Construction Simulation Analysis of Long-Span Space Steel Structure

张珈铭 1刘坚 1周观根2

作者信息

  • 1. 广州大学土木工程学院,广东 广州 510006
  • 2. 浙江东南网架股份有限公司,浙江 杭州 311209
  • 折叠

摘要

Abstract

The rapid development of long-span space steel struct ure technology has brought to the world an array of space steel structure buildings. Research on the seismic resistance of the structure is a significant part in its safety in use. However, there is much difference between the stress on buildings of this structure under construction and that of its model. A simulation analysis of the material mechanics in construction process is needed to ensure the safety during construction. This paper first summarizes the problems in research on the seismic resistance of long span space structure. Then it moves onto a systematic and detailed description of the present construction simulation analysis of long span space structure and its content, purpose and methods. At last, this paper gives a summary the problems and defects in construction simulation analysis.

关键词

大跨度空间钢结构/抗震分析/施工模拟分析/有限元法

Key words

Large-span space steel structure/Seismic analysis/Construction simulation analysis/Finite element method

分类

建筑与水利

引用本文复制引用

张珈铭,刘坚,周观根..大跨度空间钢结构抗震及施工模拟分析研究展望[J].华南地震,2014,(z1):43-48,6.

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