Seismic behavior of bidirectional bolted connections for CFT columns and H-beams

Engineering Structures

Volumn 29, Issue 3, 2007, Pages 395-407

  Wu, Lai Yun ^a   Chung, Lap Loi ^a   Tsai, Sheng Fu ^a   Lu, Chien Fan ^a   Huang, Guo Luen ^a  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

Bidirectional bolted beam to column connection; Concrete filled tube (CFT); Earthquake resistance; Seismic behavior

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; SHEAR STRENGTH; STIFFNESS; STRENGTH OF MATERIALS;

BIDIRECTIONAL BOLTED BEAM-TO-COLUMN CONNECTIONS; CONCRETE-FILLED TUBE;

COLUMNS (STRUCTURAL);

BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; SHEAR STRENGTH; STIFFNESS; STRENGTH OF MATERIALS;

CONCRETE STRUCTURE; DUCTILITY; EXPERIMENTAL STUDY; LOADING; SEISMIC DESIGN; SEISMIC RESPONSE; STIFFNESS; STRENGTH; STRESS RESISTANCE; STRUCTURAL ANALYSIS; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE;

EID: 33846292963     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.05.007     Document Type: Article

References (15)

1. Fujimoto T, Nishiyama I, Mukai A. Test results of CFT beam-to-column connection. US-Japan cooperative earthquake research program: Composite and hybrid structures. In: 4th JTCC.1997
2. Youssef NFG, Bonowitz D, Gross JL. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge Earthquake. Report No. NISTIR 5625. Gaithersburg (MD): National Institute of Standards and Technology; 1995
3. Popov E.P., Yang T.S., and Chang S.P. Design of MRF connections before and after 1994 Northridge Earthquake. Engineering Structure 20 (1998) 1030-1038
4. Azizinamini A., and Shekar Y. Design of through beam connection detail for circular composite columns. Engineering Structures 17 (1995) 209-231
5. Fujimoto T, Inai E, Tokinoya H, Kai M, Mori K, Mori O et al. Behavior of beam-to-column connection of CFT Column system under seismic force. In: Proceeding of the 6th international conference on steel-concrete composite structure
6. Kang C.H., Shin K.J., Oh Y.S., and Moon T.S. Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements. Engineering Structure 23 9 (2001) 1194-1201
7. Elremaily A., and Azizinamini A. Design provision for connections between steel beam and concrete filled tube column. Journal of Constructional Steel Research 57 (2001) 971-995
8. Shin K.J., Kim Y.J., Oh Y.S., and Moon T.S. Behavior of welded CFT column to H-beam connections with external stiffeners. Engineering Structure 26 11 (2004) 1877-1887
9. Alostaz Y.M., and Schneider S.P. Analytical behavior of connections to concrete-filled steel tubes. Journal of Constructional Steel Research 40 (1996) 95-127
10. Alostaz YM, Schneider SP. Connections to concrete-filled steel tubes. In: Proceedings of the 11th world conference on earthquake engineering, Paper No.748. 1996
11. Schneider SP. Summary of connections to concrete-filled steel tube columns. In: 4th joint technical coordinating committee meeting, US-Japan cooperative earthquake research program on composite and hybrid structures. 1997
12. Wu L.Y., Chung L.L., Tsai S.F., Shen T.R., and Huang G.L. Seismic behavior of bolted beam-to-column connection for concrete filled steel tube. Journal of Constructional Steel Research 61 (2005) 1387-1410
13. Furlong R.W. Design of steel-encased concrete beam-columns. Journal of Structural Division, ASCE 94 ST1 (1968) 267-281
14. Krawinkler H. Shear in beam-column joints in seismic design of steel frames. Engineering Journal, AISC 15 2 (1978) 82-91
15. Richart F.E., et al. A Study of the failure of concrete under combined compressive stresses. Univ of Illinois Eng Expert Stat Bulletin 185 (1928)