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外廊式单跨框架结构加柱改造后基于IDA分析的抗震性能研究
引用本文:杜定发,潘志宏.外廊式单跨框架结构加柱改造后基于IDA分析的抗震性能研究[J].建筑技术,2012,43(9):810-813.
作者姓名:杜定发  潘志宏
作者单位:1. 江苏联合职业技术学院南京分院,210019,南京;江苏科技大学土木工程与建筑学院,212003,江苏镇江
2. 江苏科技大学土木工程与建筑学院,212003,江苏镇江
基金项目:住房与城乡建设部科学技术计划项目(2010-K3-48);江苏科技大学引进人才科研启动项目
摘    要:研发单跨悬挑外廊改为双跨的加固方法,以静力弹塑性分析所优选的截面柱,在外廊式单跨框架结构挑梁处增加柱子,基于增量动力分析(IDA)方法对原结构和加柱结构从损伤和倒塌储备系数(CMR)两方面进行抗震分析,结果表明在遭遇相同地震动作用后,加柱结构的损伤程度及抗倒塌能力均优于原结构.

关 键 词:外廊式单跨框架结构  加柱改造  增量动力分析(IDA)  倒塌储备系数(CMR)

STUDY ON RETROFITTING WITH ADDING COLUMNS ON GALLERY TYPE SINGLE-SPAN FRAME BASED ON IDA METHOD
DU Ding-fa , PAN Zhi-hong.STUDY ON RETROFITTING WITH ADDING COLUMNS ON GALLERY TYPE SINGLE-SPAN FRAME BASED ON IDA METHOD[J].Architecture Technology,2012,43(9):810-813.
Authors:DU Ding-fa  PAN Zhi-hong
Affiliation:1.Nanjing Branch of Jiangsu Union Technical Institute,210019,Nanjing,Jiangsu,China; 2.School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, 212003, Zhenjiang, Jiangsu, China)
Abstract:The aim of the study is to develop the strengthening approach that changes the structure withcantilevered gallery from single-span into double-span, which can provide the basis for the seismic strengtheningon gallery type single-span frame. Based on incremental dynamic analysis method, study the damage andcollapse margin ratio of structure reinforced with the approach that add columns to gallery of former frame,contrast to former structure. The results show that structure added columns picked by nonlinear static analysis issuperior to the former structure on the damage and collapse margin ratio, with the same ground motion effect.
Keywords:gallery type single-span frame  retrofitting with adding column  incremental dynamic analysis  collapse margin ratio
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