| 注册
首页|期刊导航|建筑钢结构进展|约束条件对天津极地海洋馆网壳结构性能的影响

约束条件对天津极地海洋馆网壳结构性能的影响

王小盾 白树杨

建筑钢结构进展2012,Vol.14Issue(1):44-50,7.
建筑钢结构进展2012,Vol.14Issue(1):44-50,7.

约束条件对天津极地海洋馆网壳结构性能的影响

The Effect of Constraints on the Structural Performance of Tianjin Polar Ocean World's Latticed Shell

王小盾 1白树杨2

作者信息

  • 1. 天津大学建筑工程学院,天津300072
  • 2. 天津大学滨海土木工程结构与安全教育部重点试验室,天津300072
  • 折叠

摘要

Abstract

The steel structure roof of Tianjin Polar Ocean World, based on the principle of bionics design, simulates the shape of a whale. The body of the whale is 275m in length. 117m in width and 45. 6m in height, which is simulated by a double-layer latticed shell. The dorsal fin of the whale is 69. 4m in height, which is simulated by a spatial truss. Based on the finite element analysis of the object of steel structure roof, the static characteristic, dynamic characteristics and aseismatic performance of the double-layer latticed shell in different constraints are studied in the article, in order to analyze the effect of support stiffness on the structural performance of latticed shells. The different constraints include elastic support and fixed hinge support. Compared with fixed hinge support, elastic support can remarkably improve the mechanical properties of the double-layer latticed shell roofs. The article has some theoretical value and applicable significance for related research and engineering design.

关键词

弹性支座/固定铰支座/双层网壳/静力分析/动力分析/地震作用

Key words

elastic support/fixed hinge support/double-layer shell/static analysis/dynamic analysis/seismic action

分类

建筑与水利

引用本文复制引用

王小盾,白树杨..约束条件对天津极地海洋馆网壳结构性能的影响[J].建筑钢结构进展,2012,14(1):44-50,7.

基金项目

天津市科技支撑计划重点项目(2011F3-0022) (2011F3-0022)

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

访问量0
|
下载量0
段落导航相关论文