RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES

Duan Hongxia; Li Zhengliang

doi:10.13204/j.gyjz200601008

Volume 36 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(1): 22-26

Guo Yanlin, Liu Feng, Dou Chao, Jiang Ziqin. CALCULATION OF LOAD-BEARING CAPACITY AND DEFORMATION IN SINGLY-STEPPED SINUSOIDAL CORRUGATED WEB COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 22-29. doi: 10.13204/j.gyjz201207003

Citation:

Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008

Citation:

Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008

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RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES

doi: 10.13204/j.gyjz200601008

Duan Hongxia¹,
Li Zhengliang²

1.
1 Department of Civil Engineering,Suzhou Science and Technology University Suzhou 215011;
2.
2 College of Civil Engineering,Chongqing University Chongqing 400045

Received Date: 2005-03-18
Publish Date: 2006-01-20

Abstract

Abstract

This paper provides several typical mega plane frame designs on condition that the variables are the combination of varying amplification factors of moment at bottom sections of ground floor columns of the minor frame on the major beams. The elastoplastic dynamic analysis program Drain - 2d+ of the plane structure is used to get elastoplastic time- history analysis for each typical mega frame under the action of seism. After the analysis, the information of the mechanical transmutation characteristics, the emergency of the plastic hinge and the weak point of the whole structure under the action of seism is obtained, from which the correct thinking of how to obtain the design value of amplification factors of moments at bottom sections of ground floor columns of the minor frame on the major beams is found. The reasonable design values are recommended in this paper in order to provide some suggestions for the design of the reinforced concrete mega- frame structure.

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References(6)

References

[2] 李正良.钢筋混凝土巨型结构组合体系的静动力分析:[博士学位论文].重庆:重庆大学,1999

蓝宗建,杨东升,张敏.钢筋混凝土巨型框架结构弹性地震反应分析.东南大学学报,2002,32(5):724-727

[3] 滕智明,朱金铨.混凝土结构及砌体结构.北京:中国建筑工业出版社,1994

[4] 丁永君.DRAIN-2D计算程序在高层建筑结构弹塑性变形分析中的应用.建筑结构学报,1994(12):18-22

[5] 杨溥,李英明,赖明.结构时程分析法输入地震波的选择控制指标.土木工程学报,2000,33(1):33-37

[6] 杨红,王珍,韦锋,等.柱底抗弯能力增强措施对钢筋混凝土框架抗震性能的影响.世界地震工程,2002,18(4):66-72

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