Global collapse resistance capacity investigation of infilled RC frame considering in-plane and out-of-plane interaction of infill walls

doi:10.6052/j.issn.1000-4750.2015.02.0098

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Global collapse resistance capacity investigation of infilled RC frame considering in-plane and out-of-plane interaction of infill walls
	Han, Jian-Ping 1,2; Huang, Lin-Jie 1,2; Sun, Xiao-Yun 1,2
刊名	Gongcheng Lixue/Engineering Mechanics
	2016-09-01
卷号	33 期号:9 页码:146-154
关键词	Infill drilling Masonry materials Numerical models Software testing Collapse resistance capacities Incremental dynamic analysis Infill walls Out-of plane RC frames
ISSN号	10004750
DOI	10.6052/j.issn.1000-4750.2015.02.0098
英文摘要	Firstly, the model was discussed for beam-column elements with fiber discretization to consider the in-plane and out-of-plane interactions of infill walls. Then, a shaking table test model of a 4-storey infilled RC frame was developed and analyzed via the finite element software, OpenSees. The comparison with the experimental results indicates that the numerical model considering in-plane and out-of-plane interactions of unreinforced masonry infill walls is valid for modeling the infilled RC frame structure. Finally, based on the calibrated numerical model, a three-dimensional model for the infill RC frame of a teaching building was established via OpenSees. And the static pushover analysis and incremental dynamic analysis were carried out on the model with and without considering in-plane and out-of-plane interactions of unreinforced masonry infill walls. Furthermore, incremental dynamic analysis results under 24 suites of ground motion records were used to evaluate the global collapse resistance capacity of the structure with 50% collapse probability. The comparison of the results shows that without considering in-plane and out-of-plane interactions of infill walls, the global collapse resistance capacity of the structure will be underestimated obviously. © 2016, Engineering Mechanics Press. All right reserved.
语种	中文
出版者	Tsinghua University
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/112472]
专题	土木工程学院教务处（创新创业学院）
作者单位	1.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou; Gansu; 730050, China; 2.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou; Gansu; 730050, China
推荐引用方式 GB/T 7714	Han, Jian-Ping,Huang, Lin-Jie,Sun, Xiao-Yun. Global collapse resistance capacity investigation of infilled RC frame considering in-plane and out-of-plane interaction of infill walls[J]. Gongcheng Lixue/Engineering Mechanics,2016,33(9):146-154.
APA	Han, Jian-Ping,Huang, Lin-Jie,&Sun, Xiao-Yun.(2016).Global collapse resistance capacity investigation of infilled RC frame considering in-plane and out-of-plane interaction of infill walls.Gongcheng Lixue/Engineering Mechanics,33(9),146-154.
MLA	Han, Jian-Ping,et al."Global collapse resistance capacity investigation of infilled RC frame considering in-plane and out-of-plane interaction of infill walls".Gongcheng Lixue/Engineering Mechanics 33.9(2016):146-154.