Cyclic testing of simple connections including effects of slab

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 1, 2000, Pages 32-39

  Liu, Judy ^a   Astaneh Asl, Abolhassan ^a  

^a Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

WELDED STEEL MOMENT-FRAME BUILDINGS;

WELDED STEEL STRUCTURES;

EID: 0033703924     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(32)     Document Type: Article

References (19)

1. Altman, W. G., Azizinamini, A., Bradburn, J. H., and Radziminksi, J. B. (1982). Moment-rotation characteristics of semi-rigid steel beamcolumn connections. Dept. of Civ. Engrg., University of South Carolina, Charleston, S.C.
2. Astaneh-AsI, A. (1989). "Demand and supply of ductility in steel shear connections." J. Conslr. Steel Res., 1 -19.
3. Astaneh-Asl, A., and Call, S. M. (1989). "Behavior of single plate shear connections with A325 and A490 bolts." Rep. UCBISEMM-89104, Dept. of Civ. Engrg., University of California at Berkeley, Berkeley, Calif.
4. Astaneh-AsI, A., Call, S. M., and McMullin, K. M. (1989). "Design of single plate connections." AISC Engrg. J., First Quarter, 21-31.
5. ATC-33 75% draft: guidelines for seismic rehabilitation of buildings. (1999). Applied Technology Council, Redwood City, Calif.
6. Chen, V. R, and Kishi, N. (1987). "Semi-rigid steel beam-to-column connections: database, modeling, and applications." Rep. CE-STR-97-26, Dept. of Civ. Engrg., Purdue University, West Lafayette, Ind.
7. Elnashai, A. S., Elghazouli, A. Y., and Danesh-Ashtiani, F. A. (1998). "Response of semirigid frames to cyclic and earthquake loads." J. Struct. Engrg., ASCE, 124(8), 857-867.
8. Kulak, G. L., Fisher, J. W., and Stuik, J. H. A. (1987). Guide to design criteria for bolted and riveted joints. Wiley, New York.
9. Lee, S.-J., and Lu, L.-VV. (1989). "Cyclic tests of full-scale composite joint subassemblages." J. Struct. Engrg., ASCE, 115(8), 1977-1998.
10. Leon, R. (1988). "Semi-rigid composite construction." Proc., Compos. Constr. in Steel and Concrete, C. D. Buckner and I. M. Viest, eds., ASCE, New York, 585-597.
11. Leon, R., Hajjar, J. F., and Shield, C. K. (1997). "The effect of composite floor slabs on the behavior of steel moment-resisting frames in the Northridge earthquake." Proc., 1996 Engrg. Foundation Conf. on Compos. Constr. in Steel and Concrete 111, ASCE, New York, 738-751.
12. Liu, J., and Astaneh-Asl, A. (1998). "Behavior of simple connections in frames subject to large lateral deflections." Proc., Struct. Engrs. World Congress, Applied Technology Council, Redwood City, Calif.
13. Liu, J., and Astaneh-AsI, A. (1999). "Studies and tests of simple connections, including slab effects." Rep. No. UCBICEE-Steel-99101, Dept. of Civ. and Envir. Engrg., University of California at Berkeley, Berkeley, Calif.
14. Manual of steel construction: load & resistance factor design. (1994). 2nd Ed., American Institute of Steel Construction, Chicago.
15. Nader, M., and Astaneh-Asl, A. (1989). "Experimental studies of a single story steel structure with flexible, semi-rigid and fixed connections." Rep. No. UCBIEERC-89115, Dept. of Civ. and Envir. Engrg., Earthquake Engrg. Res. Ctr., University of California at Berkeley, Berkeley, Calif.
16. Nethercot, D. A., and Zandonini, R. (1994). "Recent studies of the behaviour of semi-rigid composite connections." Proc., Struct. Congress XII, ASCE, New York, 1143-1148.
17. SAC Joint Venture. (1996). "Brief summary of anticipated SAC phase 2 experimental investigations, request for proposals." Sacramento, Calif.
18. SAC Joint Venture. (1997). "Protocol for fabrication, inspection, testing and documentation of beam-column connection tests and other experimental specimens." SACIBD-97-02, Sacramento, Calif.
19. Uang, C.-M., Yu, Q.-S., and Noel, S. (1998). "Rehabilitating pre-Northridge steel moment frame connections: RBS and haunch approaches considering slab effects." Proc., 6th U.S. National Conf. on Earth-quake Engrg., Earthquake Engineering Research Institute, Oakland, Calif.