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填充墙对框架结构体系抗震性能影响的研究
引用本文:张慧,孔德志,李连勇. 填充墙对框架结构体系抗震性能影响的研究[J]. 河南大学学报(自然科学版), 2006, 36(2): 112-114
作者姓名:张慧  孔德志  李连勇
作者单位:河南大学,土木建筑学院,河南,开封,475001;河南省第三建筑工程有限公司,河南,洛阳,471000
基金项目:河南大学校科研和教改项目
摘    要:以填充墙与框架结构共同作用为机理,通过分析在水平力作用下各类填充墙-框架结构体系的层间侧移刚度,探讨填充墙对框架结构动力特性的影响程度.结果表明,填充墙-框架结构体系的侧移刚度比纯框架有不同程度的提高,在工程设计中应充分考虑这种影响,使框架结构在地震作用下的计算结果更加符合实际情况,提高结构设计的安全性与经济性.

关 键 词:框架结构  填充墙  侧移刚度
文章编号:1003-4978(2006)02-0112-03
收稿时间:2006-02-16
修稿时间:2006-02-16

Study on Influence of Filling Wall on Shake-Resisting Capability of Frame Structure
ZHANG Hui,KONG De-zhi,LI Lian-yong. Study on Influence of Filling Wall on Shake-Resisting Capability of Frame Structure[J]. Journal of Henan University(Natural Science), 2006, 36(2): 112-114
Authors:ZHANG Hui  KONG De-zhi  LI Lian-yong
Affiliation:1. School of Civil Engineering and Architecture, Henan University, Henan Kai feng 475001, China; 2. The Third Building Construction Corporation of Henan Province, Henan Luoyang 471000, China
Abstract:Based on interaction of filling wall and frame structure,the lateral rigidityof filling wall and frame structure has been analyzed under horizontalload and the influence extent of filling wall on dynamic characteristicof frame structure.It is revealed that the lateral rigidityof filling wall and frame structure has increased a little to simple frame structure.In the engineering designing,the influence of filling wall should be takeninto account,so that the computing of frame under earthquakeis more in accordance withthe factand the designing is safer and more economic.
Keywords:frame structure  filling wall  lateral rigidity
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