STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME

Guo Meng; Shi Linkai

doi:10.13204/j.gyjz200906017

Volume 39 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 70-73

Wang Sufang, Chen Yiyi. STIFFNESS COEFFICIENT METHOD TO CALCULATE THE INITIAL STIFFNESS OF END-PLATE JOINT IN SLENDER STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 126-131. doi: 10.13204/j.gyjz201010028

Citation:

Guo Meng, Shi Linkai. STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 70-73. doi: 10.13204/j.gyjz200906017

Citation:

Guo Meng, Shi Linkai. STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 70-73. doi: 10.13204/j.gyjz200906017

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STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME

doi: 10.13204/j.gyjz200906017

Guo Meng¹,
Shi Linkai²

1.
1. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;

Received Date: 2009-09-05
Publish Date: 2009-06-20

Abstract

Abstract

A special-shaped frame structure system is developed based on common frame structures.By setting fringe component on the structure,the stiffnesses of frame column,beam and beam-column joint are increased,and therefore the whole stiffness of frame structure is also enhanced.It includes special-shaped frame-frame structure,special-shaped frame-shear wall structure,etc.It can solve the shortage in displacement of simple frame structure or frame shear-wall structure effectively,and adjust the plane rotation.The whole distortion and bearing of special-shaped frame structure are analyzed,and yielding order of component is brought forth,which can increase the line number of earthquake defense.
- special-shaped frame,
- structure special-shaped frame column,
- special-shaped frame beam,
- fringe column,
- fringe beam,
- structural design

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References(4)

References

[2] JGJ 3-2002高层混凝土结构技术规程[S];

曾凡生,王红群,杨永哲.钢筋混凝土框-撑结构在多层建筑设计中的探讨[J].建筑结构,2007(10):24-26;

[3] JGJ 149-2006混凝土异形柱结构技术规程[S];

[4] 朱道清,刘潞,梁洪.对钢筋混凝土异形柱设计规程的分析研究[J].四川建筑科学研究,2001(1):13-14.

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