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

IR > 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
	2014-08-28
发表期刊	Zhendong yu Chongji/Journal of Vibration and Shock
ISSN	10003835
卷号	33 期号:16 页码:142-149
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.
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
DOI	10.13465/j.cnki.jvs.2014.16.026
收录类别	EI
语种	中文
出版者	Chinese Vibration Engineering Society
EI入藏号	20143900077051
EI主题词	Shear walls
EI分类号	402 Buildings and Towers - 408.2 Structural Members and Shapes - 412 Concrete - 723.5 Computer Applications - 921 Mathematics - 951 Materials Science - 961 Systems Science
来源库	Compendex
分类代码	402 Buildings and Towers - 408.2 Structural Members and Shapes - 412 Concrete - 723.5 Computer Applications - 921 Mathematics - 951 Materials Science - 961 Systems Science
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/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
第一作者单位	甘肃省土木工程防灾减灾重点实验室
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	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.