Behavior of welded CFT column to H-beam connections with external stiffeners

Engineering Structures

Volumn 26, Issue 13, 2004, Pages 1877-1887

  Shin, Kyung Jae ^a   Kim, Young Ju ^b   Oh, Young Suk ^c   Moon, Tae Sup ^b  

^a Hannam University   (South Korea)

^b Hanyang University   (South Korea)

^c Daejeon University   (South Korea)

Author keywords

Concrete filled tube (CFT); Moment resisting frame; Plastic rotation; T stiffener

Indexed keywords

CONCRETE PRODUCTS; CONNECTORS (STRUCTURAL); DUCTILITY; FINITE ELEMENT METHOD; HYSTERESIS; STIFFNESS; STRUCTURAL DESIGN; WELDING MACHINES;

CONCRETE FILLED TUBULAR (CFT) COLUMN; FINITE ELEMENT PACKAGE; LOAD-DISPLACEMENT; STIFFNERS;

BEAMS AND GIRDERS;

WELDED JOINT;

EID: 7744246756     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.06.016     Document Type: Article

References (15)

1. Zhang H, Ricles J. An analytical study of seismic resistant CFT MRFs. Research Report, Department of Civil Environmental Engineering, Lehigh University, Bethlehem, PA; 1996.
2. AIJ standard for structural calculation of steel reinforced concrete structures: Allowable stress design and horizontal load-carrying capacity. Revised 2001, AIJ 2001.
3. Elremaily A. Azizinamini A. Experimental behavior of steel beam to CFT column connections Journal of Constructional Steel Research 57 10 2001 1099-1119
4. Masuda H. Tanaka A. Ishimura R. Hirai K. Sasaji S. Experimental study on the statical characteristics of perimeter beam-to-SHS column connections using vertical stiffener plates Journal of structural and Construction Engineering, AIJ 534 8 2000 167-174
5. Kimura J, Matsui C. Structural performance of H-shaped steel beam to square tube steel column connection using vertical stiffeners. Summaries of technical papers of Annual Meeting, AIJ 2000. 631-32.
6. Lee S.L. Ting L.C. Shanmugam N.E. Use of external T-stiffeners in box-column to beam connections Journal of Construction Steel Research 26 1993 77-98
7. Shin K.J. Oh Y.S. Moon T.S. Test of concrete-filled box column to H-beam connections Proceedings of Pacific Structural Steel Conference (PSSC) 1998 881 886 Korean Society of Steel Construction (KSSC) Seoul (South Korea)
8. Oh YS. CFT column to H-beam connections with T-stiffeners. In: Report. No. STRESS-98-07, Seoul (South Korea): Advanced Structure Research Station (STRESS), Hanyang University; 1999.
9. Moon T.S. Oh Y.S. Shin K.J. Kang C.H. Hystersis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements Engineering Structure 23 9 2001 1194-1201
10. Kang C.H. Chae Y.S. Shin K.J. Oh Y.S. Moon T.S. CFT column-to-beam flange connections with external stiffeners Second International Symposium on Steel Structures 21-22 November, Seoul, South Korea 2002 123-130
11. ABAQUS standard user's manual-version 5.8. Pawtucket (RI): Hibbit, Karlsson, and Sorensen; 1998.
12. Seismic provisions for structural steel buildings. 1st ed. AISC, Chicago; 1997.
13. Kato B. Akiyama H. The ultimate strength of the steel beam-to-column (part 4) Transactions of AIJ 151 1968 15-20
14. Nakashima M. Suita K. Morisako K. Test of welded beam-column subassemblies. II: Detail behavior Journal of Structural Engineering, ASCE 124 11 1998 1245-1252
15. Chen W.F. Han D.J. Plasticity for structural engineers 1998 Springer-Verlag