Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector

doi:10.1016/j.soildyn.2021.106906

	Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector
	Tong, Chao 1; Wu, Jing 1; Li, Chunyu 2; Han, Jianping 3; Li, Zhiqiang 1
刊名	SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
	2021-11
卷号	150
关键词	Single-yielding mechanism Precast concrete beam-column connection Replaceable energy-dissipation connector Seismic performance Strong-column and weak-beam
ISSN号	0267-7261
DOI	10.1016/j.soildyn.2021.106906
英文摘要	A single-yielding mechanism can effectively control the bending moment of a connection, and reduce the damage to the connection and column. In this study, a single-yielding precast concrete (SYPC) beam-column connection with a replaceable energy-dissipation connector (REDC) is proposed. The force transfer mechanism of the SYPC connection is discussed based on theoretical research. To verify the force transfer mechanism and repair ability of the SYPC connection and investigate the seismic performance of the SYPC connection, five low-cycle quasi-static loading tests are conducted on a single full-scaled specimen using five REDCs with different sizes. According to the test results, the seismic performance of the SYPC connection is discussed, including the bearing capacity, energy dissipation capacity, and stiffness. In addition, the single-yielding mechanism, neutral axis depth, beam elongation, and REDC strain in the SYPC connection are studied. The analytical and test results show that the structure of the SYPC connection is simple and reasonable, and that the path of the force transmission is direct and efficient. The SYPC connection provides excellent seismic performance, and is easy to repair after an earthquake. The single-yielding mechanism allows for control of the bending moment of the SYPC connection; this is beneficial to avoiding damage to the connection, e.g., damage owing to the overstrength of the beam strength and the alteration of the strength hierarchy in the structural system. Thus, it is conducive to realizing the design concept of strong-column and weak-beam.
WOS研究方向	Engineering ; Geology
语种	英语
出版者	ELSEVIER SCI LTD
WOS记录号	WOS:000701911000007
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/149004]
专题	教务处（创新创业学院）
作者单位	1.Southeast Univ, Minist Educ China, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Peoples R China; 2.Shijiazhuang Tiedao Univ, Minist Educ, Key Lab Roads & Railway Engn Safety Control, Shijiazhuang 050043, Hebei, Peoples R China; 3.Lanzhou Univ Technol, Key Lab Disaster Prevent & Mitigat Civil Engn Gan, Lanzhou 730050, Peoples R China
推荐引用方式 GB/T 7714	Tong, Chao,Wu, Jing,Li, Chunyu,et al. Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2021,150.
APA	Tong, Chao,Wu, Jing,Li, Chunyu,Han, Jianping,&Li, Zhiqiang.(2021).Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,150.
MLA	Tong, Chao,et al."Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 150(2021).