Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis

Engineering Structures

Volumn 27, Issue 1, 2005, Pages 109-117

  Koetaka, Yuji ^a   Chusilp, Praween ^b   Zhang, Zhijun ^c   Ando, Masakazu ^a   Suita, Keiichiro ^a   Inoue, Kazuo ^a   Uno, Nobuyoshi ^d  

^a KYOTO UNIVERSITY   (Japan)

^b Thai Takenaka International Ltd   (Thailand)

^c TAKENAKA CORPORATION   (Japan)

^d NIPPON STEEL CORPORATION   (Japan)

Author keywords

Connections; Cyclic tests; Dampers; Earthquake resistant structure; Energy dissipation; Steel frame

Indexed keywords

ELASTIC MODULI; JOINTS (STRUCTURAL COMPONENTS); MECHANICAL ENGINEERING; SEISMIC PROSPECTING; SHEAR DEFORMATION; WELDING;

BEAM-TO-COLUMN MOMENT; BOLTED SPLICES; DAMPERS; MECHANICAL PROPERTY;

STRUCTURAL ANALYSIS;

DAMPING;

EID: 11144340831     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.09.002     Document Type: Article

References (8)

1. Report of survey and research on steelworks. Managing Committee of Structural Steelwork, Architectural Institute of Japan 2000 [in Japanese]
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3. Japanese architectural standard specification: JASS 6 steel work. Architectural Institute of Japan 1996 [in Japanese]
4. Technical recommendations for steel construction for buildings: Part 1 guide to steel-rib fabrications Architectural Institute of Japan, 1996 [in Japanese]
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7. K. Wakiyama Development of super-high tension bolt JSSC Bull. 40 2001 47-51
8. K Hirai K Wakiyama N Uno T. Miyagawa Experimental study on delayed fracture of high strength bolt (Part 2 Exposure tests) J Struct Constr Eng 555 2002 171-176