Seismic fragility analysis and global collapse resistance capacity investigation on RC frame designed by new and old seismic design codes

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Seismic fragility analysis and global collapse resistance capacity investigation on RC frame designed by new and old seismic design codes
	Han, Jianping 1,2; Huang, Linjie 1,2
刊名	Jianzhu Jiegou Xuebao/Journal of Building Structures
	2015-12-05
卷号	36 页码:92-99
关键词	Bars (metal) Codes (symbols) Seismology Shear flow Structural frames Collapse resistance capacities Incremental dynamic analysis RC frame structures Reparability Seismic design code
ISSN号	10006869
英文摘要	Three-dimensional models of three infilled wall RC frame structures designed by different seismic design codes such as GBJ 11-1989, GB 50011-2001 and GB 50011-2010 were established with OpenSees, in which the in-plane and out-of-plane interaction of infilling walls, the axial-shear-flexure interaction of RC columns, the effect of post strength degradation of reinforcing steel bars and the P-Δ effect were considered. And the static Pushover analysis and incremental dynamic analysis were carried out on the three models respectively. Furthermore, incremental dynamic analysis results under 25 suites of ground motion records were used to obtain the seismic fragility curves of different damage states based on the maximum inter-story drift ratio and maximum residual inter-story drift ratio and to evaluate the global collapse resistance capacity of the structure with 50% collapse probability. The comparison of the results shows that the post-earthquake reparability and global collapse resistance capacity can be enhanced to some extent successively for the structures designed by GBJ 11-1989, GB 50011-2001 and GB 50011-2010. © 2015, Science Press. All right reserved.
语种	中文
出版者	Science Press
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/112359]
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; 730050, China; 2.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou; 730050, China
推荐引用方式 GB/T 7714	Han, Jianping,Huang, Linjie. Seismic fragility analysis and global collapse resistance capacity investigation on RC frame designed by new and old seismic design codes[J]. Jianzhu Jiegou Xuebao/Journal of Building Structures,2015,36:92-99.
APA	Han, Jianping,&Huang, Linjie.(2015).Seismic fragility analysis and global collapse resistance capacity investigation on RC frame designed by new and old seismic design codes.Jianzhu Jiegou Xuebao/Journal of Building Structures,36,92-99.
MLA	Han, Jianping,et al."Seismic fragility analysis and global collapse resistance capacity investigation on RC frame designed by new and old seismic design codes".Jianzhu Jiegou Xuebao/Journal of Building Structures 36(2015):92-99.