PUSH-OVER ANALYSIS OF THE HIGH-RISE FRAME-CORE WALL STRUCTURES WITH STRENGTHENED STOREYS

Yang Youfa; Feng Zhongjie; Li Yuanchu

doi:10.13204/j.gyjz200910011

Volume 39 Issue 10

Dec. 2014

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Yang Youfa, Feng Zhongjie, Li Yuanchu. PUSH-OVER ANALYSIS OF THE HIGH-RISE FRAME-CORE WALL STRUCTURES WITH STRENGTHENED STOREYS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 35-39. doi: 10.13204/j.gyjz200910011

Citation:

Yang Youfa, Feng Zhongjie, Li Yuanchu. PUSH-OVER ANALYSIS OF THE HIGH-RISE FRAME-CORE WALL STRUCTURES WITH STRENGTHENED STOREYS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 35-39. doi: 10.13204/j.gyjz200910011

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PUSH-OVER ANALYSIS OF THE HIGH-RISE FRAME-CORE WALL STRUCTURES WITH STRENGTHENED STOREYS

doi: 10.13204/j.gyjz200910011

1.
School of Civil Engineering of Chongqing University,Chongqing 400030,China

Received Date: 2008-10-23
Publish Date: 2009-10-20

Abstract

Abstract

Horizontal Strengthened stories can effectively reduce the lateral displacement of the high-rise tubular structures under lateral load.But the high-rise tubular structures with horizontal strengthened stories displayed the extremely complex response characteristic under the earthquake action.The static elastic-plastic analysis(push-over analysis) of various structures is presented with horizontal strengthened stories,the plastic yield mechanism and ductility performance of these structures under earthquake action have been discussed in this paper.It is pointed out that weak stories will be formed nearby the horizontal strengthened stories.Corresponding design measures to ensure the deformability of the structures under rare earthquake action are put forward.
- horizontal strengthened storey,
- high-rise frame-core wall structures,
- simulation of frame-braced structure,
- push-over analysis

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References(5)

References

Smith B S,Coull A.高层建筑结构分析与设计[M].陈瑜,龚炳年译.北京:地震出版社,1993:241-248.

[2] 易方民,高小旺,张维.水平加强层在超高层钢结构中的应用研究[J].地震工程与工程振动,2001,17(1):15-20.

[3] 李元初.带水平加强层的高层筒体结构分析[D].重庆:重庆大学,2008.

[4] 朱杰江,宋健,王颖.带加强层框架-芯筒结构的优化研究[J].南京建筑工程学院学报,2001(3):26-31.

[5] 陈林之,李章政.水平加强层对筒中筒结构空间受力性能的影响[J].工业建筑,2005,35(10):23-25.

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