首页 | 本学科首页   官方微博 | 高级检索  
     

转换梁与底部柱线刚度比合理取值研究
引用本文:熊进刚,金坤玮.转换梁与底部柱线刚度比合理取值研究[J].南昌大学学报(工科版),2009,31(2):173-178.
作者姓名:熊进刚  金坤玮
作者单位:南昌大学建筑工程学院,江西,南昌,330031
摘    要:采用有限元软件SAP2000,通过push-over方法,分析了转换梁、柱线刚度比的不同,对梁、柱塑性铰出现位置、顺序以及结构的侧向位移等产生的影响,讨论了转换梁、柱线刚度比对结构破坏机制的影响.基于上述分析,提出了转换梁、柱线刚度比宜在2.5~4.0之间的结论,可供没计底部抽柱带转换层的异形柱结构参考,并为进一步完善国家行业标准<混凝土异形柱结构技术规程>提供参考.

关 键 词:异形柱  转换梁  刚度  塑性铰

Research on Appropriate Stiffness Ratio of Transfer Girder to Bottom Column
XIONG Jin-gang,JIN Kun-wei.Research on Appropriate Stiffness Ratio of Transfer Girder to Bottom Column[J].Journal of Nanchang University(Engineering & Technology Edition),2009,31(2):173-178.
Authors:XIONG Jin-gang  JIN Kun-wei
Affiliation:School of Architectural Engineering;Nanchang University;Nanchang 330031;China
Abstract:Appropriate stiffness ratio of transfer girder to bottom column in special-shaped columns structures with reduced columns at the bottom are studied in this paper.Using the finite element software SAP2000 as well as the method of "push-over",the influences of stiffness ratio of transfer girder to bottom column on the position and order of plastic hinge as well as lateral displacement are analyzed.Structural damaging mechanism decided by stiffness ratio of transfer girder to bottom column is discussed.The app...
Keywords:special-shaped column  transfer girder  stiffness  plastic hinge  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号