哈尔滨会展体育中心屋架铸钢节点性能研究

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哈尔滨会展体育中心屋架铸钢节点性能研究

郑鸿志, 童乐为, 陈以一, 黄明鑫, 刘中华

文章导航 > 工业建筑 > 2005 > 35(11): 35-38

郑鸿志, 童乐为, 陈以一, 黄明鑫, 刘中华. 哈尔滨会展体育中心屋架铸钢节点性能研究[J]. 工业建筑, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

引用本文:

郑鸿志, 童乐为, 陈以一, 黄明鑫, 刘中华. 哈尔滨会展体育中心屋架铸钢节点性能研究[J]. 工业建筑, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

Zheng Hongzhi, Tong Lewei, Chen Yiyi, Huang Mingxin, Liu Zhonghua. BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

Citation:

Zheng Hongzhi, Tong Lewei, Chen Yiyi, Huang Mingxin, Liu Zhonghua. BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

郑鸿志, 童乐为, 陈以一, 黄明鑫, 刘中华. 哈尔滨会展体育中心屋架铸钢节点性能研究[J]. 工业建筑, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

引用本文:

郑鸿志, 童乐为, 陈以一, 黄明鑫, 刘中华. 哈尔滨会展体育中心屋架铸钢节点性能研究[J]. 工业建筑, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

Zheng Hongzhi, Tong Lewei, Chen Yiyi, Huang Mingxin, Liu Zhonghua. BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

Citation:

Zheng Hongzhi, Tong Lewei, Chen Yiyi, Huang Mingxin, Liu Zhonghua. BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

哈尔滨会展体育中心屋架铸钢节点性能研究

doi: 10.13204/j.gyjz200511010

1.
1. 同济大学建筑工程系上海 200092;
2.
2. 浙江精工钢结构有限公司绍兴 312030

作者简介:
郑鸿志男 1978年?1月出生博士研究生

中图分类号: TU391
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出版历程
- 收稿日期: 2005-06-25
- 刊出日期: 2005-11-20

BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN

1.
1. Department of Building Engineering,Tongji University Shanghai 200092;
2.
2. Zhejiang Jingong P_D Steel Building Co.,Ltd Shaoxing 312030

摘要: 简述了哈尔滨会展体育中心张弦桁架的铸钢节点的构造和设计情况，进行了该铸钢节点的足尺静力试验和有限元分析。详细讨论了试验的加载装置、测试结果和有限元数值计算结果，给出了节点的应力分布状况。研究表明，该铸钢节点在设计荷载的作用下，具有足够的强度和刚度；有限元计算结果与试验实测结果基本吻合，前者也能够较好地了解铸钢节点的受力性能。最后对铸钢节点的制造质量也提出了建议。
- 铸钢 /
- 节点性能 /
- 足尺试验 /
- 有限元分析
Abstract: Construction and design of a cast steel joint in beam string structures used for the Exhibitions and Sports Center of Harbin built recently is described briefly in the paper.A full_scale test of the joint and a finite element analysis are carried out.A test setup, experimental and FE calculating results are discussed and stress distributions in the joint are presented.The present investigation indicates that the cast steel joint subjected to its design loads has sufficient strength and rigidity.The results from FE calculation agree well with those from the experiment, which shows static behaviour of the joint can also be found out through FE analysis.The suggestion on fabrication quality of the cast steel joint is proposed in the paper.
- cast steel, behavior of joint, full-scale test, finite element analysis /

参考文献(3)

GB 50017-2003 钢结构设计规范

[2] Packer J A.空间管结构设计指南.曹俊杰,译.北京:科学技术出版社,1997

[3] Schober H.Cast Steel Joints for Tubular Structures.In:Proceeding of the 10th International Symposium Tubular Structure.Madrid:2003

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