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钢筋混凝土异形柱框架-短肢剪力墙结构振动台试验研究
引用本文:郭健,刘伟庆,藏亚明.钢筋混凝土异形柱框架-短肢剪力墙结构振动台试验研究[J].防灾减灾工程学报,2008,28(3).
作者姓名:郭健  刘伟庆  藏亚明
作者单位:1. 南京工业大学土木工程学院,南京,210009
2. 南通勘察设计有限公司,江苏,南通,226006
基金项目:江苏省建设厅抗震办公室专项基金
摘    要:异形柱框架-短肢剪力墙结构是介于异形柱框架和异形柱框架-剪力墙结构之间的一种新型结构体系。本文通过对一幢12层钢筋混凝土异形柱框架-短肢剪力墙结构1/7比例模型的地震模拟振动台试验,系统研究了该结构体系的动力特性、地震反应及破坏机理等。试验结果表明,该结构体系属于梁铰破坏机制,能满足延性设计要求,且具有良好的抗震性能和较强的抗震能力,达到了抗震设防标准。因此,该结构体系较适用于小高层住宅结构设计。

关 键 词:异形柱  异形柱框架-短肢剪力墙  振动台试验

Shaking Table Test of RC Frame of Short-Pier Shear Wall Structure with Special-Shaped Columns
GUO Jian,LIU Wei-qing,ZANG Ya-ming.Shaking Table Test of RC Frame of Short-Pier Shear Wall Structure with Special-Shaped Columns[J].Journal of Disaster Prevent and Mitigation Eng,2008,28(3).
Authors:GUO Jian  LIU Wei-qing  ZANG Ya-ming
Institution:GUO Jian1,LIU Wei-qing1,ZANG Ya-ming2
Abstract:Reinforced concrete frame of short-pier shear wall structure system with special-shaped columns is a new structure variety of frame structure and frame-shearwall structure.The dynamic characteristics,response and destroyed form of this new style structure system,reinforcement of concrete frame of short-pier shear wall structure with special-shaped columns,were studied in this paper,by means of shaking table test of a 12-story model.The results showed that this structure system behaved as beam hinge in collapse,and it owned good aseismic performance and strong capacity for defending against rarely earthquake,so that it can satisfy the requirement for earthquake resistance.So this structure system can be suitably used in mid-highrise residence.
Keywords:special-shaped columns  short-pier shear wall with special-shaped columns frame  shaking table test
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