Experimental study on embedded steel plate composite coupling beams

Journal of Structural Engineering

Volumn 131, Issue 8, 2005, Pages 1294-1302

  Lam, Wai Yin ^a   Su, Ray Kai Leung ^a   Pam, Hoat Joen ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Beams; Composite materials; Coupling; Seismic design; Steel plates; Studs

Indexed keywords

COMPOSITE MATERIALS; DEFORMATION; EARTHQUAKE EFFECTS; INTERFACES (MATERIALS); REINFORCED CONCRETE; SEISMOLOGY; STEEL BEAMS AND GIRDERS; STEEL STRUCTURES; STIFFNESS; STUDS (STRUCTURAL MEMBERS);

BEAMS; COUPLING; SEISMIC DESIGN; STEEL PLATES; STUDS;

PLATES (STRUCTURAL COMPONENTS);

EID: 24344510208     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:8(1294)     Document Type: Review

References (15)

1. Ahmed, M., Oehlers, D. J., and Bradford, M. A. (2000). "Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 1 : Behavior and experiments." Struct. Eng. Mech., 10(3), 311-226.
2. British Steel Institute (BSI). (1985). "Part 1. Code of practice for design and construction: Structural use of concrete." BS8110, London.
3. British Steel Institute (BSI). (1990). "Part 3. Code of practice for design in composite construction: Structural use of steelwork in building." BS5950, London.
4. Fang, E. H. (1988). "Experimental investigation and seismic design of coupling beams in tall shear wall structures." Proc., 4th International Conf. Tall Buildings, Hong Kong and Shanghai, Vol. 2, 972-978.
5. Gattesco, N., and Giuriani, E. (1996). "Experimental study on stud shear connectors subjected to cyclic loading." J. Constr. Steel Res., 38(1), 1-21.
6. Harries, K. A., Mitchell, D., Cook, W. D., and Redwood, R. G. (1993). "Seismic response of steel beams coupling concrete walls." J. Struct. Eng., 119(12), 3611-3629.
7. Kwan, A. K. H., and Zhao, Z. Z. (1998). "Non-linear behavior of reinforced concrete coupling beams." Proc., 5th International Conf. on Tall Buildings, Hong Kong, 410-415.
8. Lam, W. Y., Su, R. K. L., and Pam, H. J. (2001). "Embedded steel composite coupling beams - A new proposal." Proc., International Conf. Construction, Hong Kong, Vol. 2, 93-104.
9. Lam, W. Y., Su, R. K. L., and Pam, H. J. (2003). "Strength and ductility of embedded steel composite coupling beams." Int. J. Adv. Struct. Eng., 6(1), 23-35.
10. Li, G. W., and Li, W. M. (1984). "Strength and ductility of reinforced concrete coupling beams between shear walls under cyclic loading." Proc., 8th National Conf. Tall Building Structures, Tunxi, China, Vol. 5, 14-7-1-14-7-15 (in Chinese).
11. Oehlers, D. J. (2001). "Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings." Composites, Part A, 32, 1345-1355.
12. Oehlers, D. J., Nguyen, N. T., Ahmed, M., and Bradford, M. A. (1997). "Transverse and longitudinal partial interaction in composite bolted side-plated reinforced concrete beams." Int. J. Struct. Eng. Mech., 5(5), 553-564.
13. Paulay, T. (1971). "Coupling beams of reinforced concrete shear walls." J. Struct. Div. ASCE, 97(3), 843-862.
14. Paulay, T., and Binney, J. R. (1974). "Diagonally reinforced coupling beams of shear walls." ACI Special Publication, SP-42, 579-598.
15. Teng, J. G., Chen, J. F., and Lee, Y. C. (1999). "Concrete-filled steel tubes as coupling beams for RC shear walls." Proc., 2nd International Conf. Advanced Steel Structures, Hong Kong, 391-399.