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

IR > 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-Ping1,2 ; Huang, Lin-Jie 1,2; Sun, Xiao-Yun 1,2
	2016-09-01
发表期刊	Gongcheng Lixue/Engineering Mechanics
ISSN	10004750
卷号	33 期号:9 页码:146-154
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.
关键词	Infill drilling Masonry materials Numerical models Software testing Collapse resistance capacities Incremental dynamic analysis Infill walls Out-of plane RC frames
DOI	10.6052/j.issn.1000-4750.2015.02.0098
收录类别	EI
语种	中文
出版者	Tsinghua University
EI入藏号	20164102893530
EI主题词	Walls (structural partitions)
EI分类号	408.2 Structural Members and Shapes - 414 Masonry Materials - 511.1 Oil Field Production Operations - 723.5 Computer Applications - 921 Mathematics
来源库	Compendex
分类代码	408.2 Structural Members and Shapes - 414 Masonry Materials - 511.1 Oil Field Production Operations - 723.5 Computer Applications - 921 Mathematics
引用统计	无
文献类型	期刊论文
条目标识符	https://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
第一作者单位	甘肃省土木工程防灾减灾重点实验室; 兰州理工大学
第一作者的第一单位	甘肃省土木工程防灾减灾重点实验室
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.