RESPONSE SPECTRUM ANALYSIS DESIGNMETHOD BASED ON STIFFNESS DEGRADATION FOR FRAME- CORE WALL STRUCTURE

Chu Liu-sheng; Bai Guo-liang; Bai Xiao-hong

doi:10.13204/j.gyjz200712015

Volume 37 Issue 12

Dec. 2014

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Chu Liu-sheng, Bai Guo-liang, Bai Xiao-hong. RESPONSE SPECTRUM ANALYSIS DESIGNMETHOD BASED ON STIFFNESS DEGRADATION FOR FRAME- CORE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 61-66. doi: 10.13204/j.gyjz200712015

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RESPONSE SPECTRUM ANALYSIS DESIGNMETHOD BASED ON STIFFNESS DEGRADATION FOR FRAME- CORE WALL STRUCTURE

doi: 10.13204/j.gyjz200712015

1.
Institute of Civil Engineeing,Xi'an University of Architecture and Technology Xi'an 710055

Received Date: 2007-07-06
Publish Date: 2007-12-20

Abstract

Abstract

The stiffness degradation model of SRC frame is determined based on the experimental data of a SRC frame. Combined it with the stiffness degradation rule in different deformation phases of RC core wall, and RC frame, it is advised that a / three- stage seismic design0 process be adopted in frame- core wall structure design through response spectrum analysis design means based on stiffness degradation.And the realization step of the means is introduced, whose applicability in / dual system0 is tested by a calculation illustration.In the end, some rules of the inner force redistribution in frame- core wall structure under earthquake load are introduced, and the possible failure mode of frame column is discussed.
- hybrid structure,
- stiffness degradation model,
- inner force redistribution,
- dual system

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References(10)

References

JJGJ 3- 2002 高层建筑混凝土结构技术规程

包世华.新编高层建筑结构.北京: 中国水利水电出版社, 2001:154- 166

徐培福, 薛彦涛, 肖从真, 等.高层型钢混凝土框筒混合结构抗震性能试验研究.建筑结构, 2005, 35(5): 3- 8

徐培福, 薛彦涛, 肖从真, 等.带转换层型钢混凝土框架- 核心筒结构模型拟静力试验对抗震设计的启示.土木工程学报, 2005,38(9): 1- 8

方鄂华.高层建筑钢筋混凝土结构概念设计.北京: 机械工业出版社, 2004: 142- 156

孙金墀, 关启勋.钢筋混凝土有边框柱剪力墙的强度与变形性能.建筑结构学报, 1998, 9(6): 17- 29

刘建新.高层框- 剪结构中框架地震内力的确定.建筑结构学报, 1999, 20(3): 17- 29

李少泉, 沙镇平.高层框架- 剪力墙结构在地震作用下内力重分布的近似计算.土木工程学报, 2005, 38(2): 32- 37

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沈阳化工大学材料科学与工程学院沈阳 110142

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