SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE

Guo Meng; Shi Linkai

doi:10.13204/j.gyjz200907012

Volume 39 Issue 7

Dec. 2014

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Abstract

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Guo Meng, Shi Linkai. SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 37-40. doi: 10.13204/j.gyjz200907012

Citation:

Guo Meng, Shi Linkai. SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 37-40. doi: 10.13204/j.gyjz200907012

Guo Meng, Shi Linkai. SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 37-40. doi: 10.13204/j.gyjz200907012

Citation:

Guo Meng, Shi Linkai. SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 37-40. doi: 10.13204/j.gyjz200907012

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SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE

doi: 10.13204/j.gyjz200907012

Guo Meng¹,
Shi Linkai²

1.
1. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;
2.
2. Henan Vocational and Technical College of Communications,Zhengzhou 450005,China

Received Date: 2009-02-13
Publish Date: 2009-07-20

Abstract

Abstract

Based on anti-seismic mechenism of the mega-frame structure,multi-rib open-web frame structure system with embedded concrete frame units is put forward.Though analyzing the horizontal earthquake action of multi-rib open-web frame structure by ETABS program,it is calculated and compared the variation rules of several major structural dynamic properties according to the density of frame grid element.The result shows that multi-rib open-web frame elements improve lateral stiffness of frame,and it can solve the torsion problem,which caused by short of lateral stiffness of ordinary frame or elements' arrangement.Pushover analysis shows multi-rib open-web frame structure obeys the ductility failure mechanism: first frame unit,then outer frame,and the safety margin of structure has been raised under strong earthquake.
- frame structure,
- multi-rib open-web frame structure,
- frame grid unit,
- seismic responses analysis,
- pushover analysis

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References(6)

References

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[2] 陈新孝,牛获涛,石建光,等.偏心支撑钢筋混凝土框架的试验研究与极限分析[J].工业建筑,2003,33(3):35-38;

[3] JGJ 3-2002高层混凝土结构技术规程[S];

[4] 张宇峰,左江.巨型框架结构的抗震性能和振动台试验研究[J].建筑结构学报,2001,22(3):2-8;

[5] 段红霞,李正良.RC巨型框架结构抗震能力设计措施的探讨[J].工业建筑,2006,36(1):22-26;

[6] 汪大绥,贺军利,张凤新.静力弹塑性分析(Pushover Analysis)的基本原理和计算实例[J].世界地震工程,2004,20(1):45-53.

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