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PUSH-OVER ANALYSIS OF THE HIGH-RISE FRAME-CORE WALL STRUCTURES WITH STRENGTHENED STOREYS
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摘要: 水平加强层作为提高结构抗侧刚度、降低框架-核心筒结构剪力滞后效应的有效手段,近年来得到了广泛的应用。但带水平加强层的高层筒体结构在地震作用下表现出非常复杂的反应特性,为了定量地分析水平加强层对高层框架-核心筒结构抗震性能的影响,利用模拟框架支撑结构替代剪力墙,采用杆系空间协同模型,选取典型框架-核心筒高层建筑进行了3种加强层不同设置方案的Pushover分析,较为系统地研究了框架-筒体结构与带加强层的框架-筒体结构在地震作用下的屈服机制和延性性能。为高层框架-核心筒结构设计提供了相关建议。
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关键词:
- 水平加强层 /
- 框架-核心筒结构 /
- 模拟框架支撑结构 /
- Pushover分析
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. -
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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