JOINTS OF MULTI-STORY SPANNED DIAGONAL BRACING SYSTEM IN TALL STEEL BUILDINGS: ANALYSIS AND DESIGN METHOD

Yan Xiaoxiao; Jing Ting; Ye Xiangrong; Tong Genshu

doi:10.13204/j.gyjz20081026

Volume 38 Issue 10

Dec. 2014

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Yan Xiaoxiao, Jing Ting, Ye Xiangrong, Tong Genshu. JOINTS OF MULTI-STORY SPANNED DIAGONAL BRACING SYSTEM IN TALL STEEL BUILDINGS: ANALYSIS AND DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 108-111. doi: 10.13204/j.gyjz20081026

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JOINTS OF MULTI-STORY SPANNED DIAGONAL BRACING SYSTEM IN TALL STEEL BUILDINGS: ANALYSIS AND DESIGN METHOD

doi: 10.13204/j.gyjz20081026

1.
1. Zhejiang Hangxiao Steel Structure Co.,Ltd.Hangzhou 310003;
2.
2. Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2007-12-20
Publish Date: 2008-10-20

Abstract

Abstract

It is researched that the forced features of the joints of the multi-story spanned diagonal bracing system for Chengda Tower in Chengdu.Based on the results of overall structural analysis under various load cases,sectional forces in members,beams,columns and adjacent braces,relating to a certain joint are recorded. Typical joints are then modeled in details for the stress analysis using shell elements.According to the finite element analysis,several measures for joint design are proposed.Subsequent FE analysis indicates that strengthening techniques proposed in this study are feasible and efficient.
- multi-story spanned bracing system,
- joint design,
- finite element analysis,
- tall steel building

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References(3)

References

JGJ 99-98 高层民用建筑钢结构技术规程

[2] 01(04)SG519.多、高层民用建筑钢结构节点构造详图.北京:建筑标准设计研究院,2004

[3] 龚曙光.ANSYS工程应用实例解析.北京:机械工业出版社,2003

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