Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-H beam connections

Journal of Constructional Steel Research

Volumn 63, Issue 1, 2007, Pages 24-36

  Kim, Young Ju ^a   Oh, Sang Hoon ^a  

^a Research Institute of Industrial Science and Technology (RIST)   (South Korea)

Author keywords

Box column; Deformation capacity; Moment transfer efficiency; Strain concentration

Indexed keywords

COLUMNS (STRUCTURAL); DATA ACQUISITION; DEFORMATION; FINITE ELEMENT METHOD;

BOX COLUMN; DEFORMATION CAPACITY; MOMENT TRANSFER EFFICIENCY; STRAIN CONCENTRATION;

BEAMS AND GIRDERS;

EID: 33750991594     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2006.02.009     Document Type: Article

References (13)

1. Teraoka M et al. Effect of details on structural behavior for square tubular steel column-to-H shaped steel beam with mixed connection (1, 2). In: Annual assembly of AIJ. 1994. p. 1473-6
2. Akiyama H., Yamada S., Matsumoto Y., Matsuoka S., Ogura K., and Kitamura H. Study on fracture of beam-to-column connections by means of full scale shaking table test. J Struct Constr Eng, AIJ 512 10 (1998) 165-172
3. Matsumoto Y., Akiyama H., and Yamada S. Relationship between deformation capacity of beam at steel beam-to-column connection and joint efficiency. J Struct Constr Eng, AIJ 523 9 (1999) 117-124
4. Okada K., Matsumoto Y., and Yamada S. Evaluation of effect of joint efficiency at beam-to-column connection on ductility capacity of steel beams. J Struct Constr Eng, AIJ 568 6 (2003) 131-138
5. Okada K., Oh S.H., and Yamada S. Effect of joint efficiency at beam-to-column connection on ductility capacity of composite beams. J Struct Constr Eng, AIJ 573 11 (2003) 185-192
6. ANSYS user manual (2001), Swanson Analysis Systems, Inc.
7. Kim Y.J., Oh S.H., and Moon T.S. Seismic behavior and retrofit of steel moment connections considering slab effects. Eng Struct 26 (2004) 1993-2005
8. Nakashima M., Suita K., Morisako K., and Maruoka Y. Tests of welded beam-column subassemblies. I: Global behavior. J Struct Eng, ASCE 124 11 (1998) 1236-1244
9. Suita K., Tamura T., Morita S., Nakashima M., and Engelhardt M.D. Plastic rotation capacity of steel beam to column connections using a reduced beam section and no weld access hole design-full scale tests for improved steel beam to column subassemblies-part 1. J Struct Const Eng AIJ 526 12 (1999) 177-184
10. Okada K.. Experimental study on deformation capacity of the composite beams. In: Proceeding of 6th Pacific structural steel conference. 2001. p. 233-8
11. FEMA. Connection performance state of art report. FEMA-355D. Washington (DC): Federal Emergency Management Agency; 2000
12. Lee S.J., and Lu W.L. Cyclic tests of full-scale composite joint subassemblages. J Struct Eng, ASCE 115 8 (1989) 1977-1998
13. Oh S.H., Kim Y.J., and Moon T.S. Experimental study on seismic retrofit of steel moment connections considering constraint effect of the floor slab. J Korean Society of Steel Construction, KSSC 16 2 (2004) 247-255