Hysteresis behavior analysis of composite shear walls based on layered shell elements and fiber beam elements

doi:10.13465/j.cnki.jvs.2014.16.026

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Hysteresis behavior analysis of composite shear walls based on layered shell elements and fiber beam elements
	Wang, Wen-Da; Yang, Quan-Quan; Li, Hua-Wei
刊名	Zhendong yu Chongji/Journal of Vibration and Shock
	2014-08-28
卷号	33 期号:16 页码:142-149
关键词	Composite structures Computer simulation Fibers Hysteresis Numerical models Reinforced concrete Shells (structures) Structural frames Structure (composition) Composite shear wall Concrete filled steel tubular columns Fiber beam elements Hysteresis behavior Hysteretic behavior Layered shell element Secondary development Steel reinforced concrete
ISSN号	10003835
DOI	10.13465/j.cnki.jvs.2014.16.026
英文摘要	In order to study the seismic performance of the composite structure with RC shear walls and composite frames, the secondary development in ABAQUS was performed to achieve the user materials model using the user subroutine based on layered shell elements and nonlinear fiber beam elements. The RC shear walls and composite frames were simulated by layered shell elements and fiber beam elements respectively. A numerical simulation was carried out to study the cyclic performances of composite frames with concrete-filled steel tubular(CFST) columns, mixed structures with CFST columns and steel reinforced concrete (SRC) columns and RC shear walls, respectively. The results obtained from the calculation are in good agreement with those from the experiment. The hysteresis behavior character and failure modes of the composite shear walls were analyzed and compared between the results of test and simulation, and it is shown that the typical crack distribution of the walls in test is similar to the numerical results. The research shows that the layered shell element and fiber beam element can simulate hysteretic behaviors of the composite shear walls more accurately and effectively, and it can describe the development of shear crack reasonably.
语种	中文
出版者	Chinese Vibration Engineering Society
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/112762]
专题	土木工程学院
作者单位	Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou; 730050, China
推荐引用方式 GB/T 7714	Wang, Wen-Da,Yang, Quan-Quan,Li, Hua-Wei. Hysteresis behavior analysis of composite shear walls based on layered shell elements and fiber beam elements[J]. Zhendong yu Chongji/Journal of Vibration and Shock,2014,33(16):142-149.
APA	Wang, Wen-Da,Yang, Quan-Quan,&Li, Hua-Wei.(2014).Hysteresis behavior analysis of composite shear walls based on layered shell elements and fiber beam elements.Zhendong yu Chongji/Journal of Vibration and Shock,33(16),142-149.
MLA	Wang, Wen-Da,et al."Hysteresis behavior analysis of composite shear walls based on layered shell elements and fiber beam elements".Zhendong yu Chongji/Journal of Vibration and Shock 33.16(2014):142-149.