Experimental study of semirigid end-plate connections in multi-story steel frames

Qinghua Daxue Xuebao/Journal of Tsinghua University

Volumn 44, Issue 3, 2004, Pages 391-394

  Shi, Gang ^a   Shi, Yongjiu ^a   Wang, Yuanqing ^a   Li, Shaofu ^a   Chen, Hong ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

End plate connection; Joint stiffness; Semirigid; Steel structure

Indexed keywords

JOINTS (STRUCTURAL COMPONENTS); STIFFNESS;

END PLATE CONNECTION; JOINT STIFFNESS; MULTISTORY STEEL FRAMES; ROTATIONAL STIFFNESS; SEMIRIGID;

STEEL STRUCTURES;

EID: 2942517911     PISSN: 10000054     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

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3. GB50017-2003. Code for Design of Steel Structures [S].(in Chinese)
4. JING Jun, WANG Yuanqing, SHI Yongjiu. Design and study on the behavior of the end-plate connections in light steel structures with gabled frames [J]. Building Structure, 2000, 30(4): 16-19.(in Chinese)
5. JGJ 82-91. Specification for Design, Construction and Acceptance of High-Strength Bolt in Steel Structure [S].(in Chinese)
6. Sherbourne A N, Bahaari M R. 3-D simulation of end-plate bolted connections [J]. J Struct Eng, 1994, 120(11): 3122-3136
7. CECS 102:98. Technical Specification for Steel Structure for Light-Weight Buildings with Gabled Frames [S].(in Chinese)