Cyclic testing of existing and retrofitted riveted stiffened seat angle connections

Journal of Structural Engineering

Volumn 122, Issue 7, 1996, Pages 762-775

  Sarraf, Majid ^a,b   Bruneau, Michel ^a,b  

^a UNIVERSITY OF OTTAWA   (Canada)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; DUCTILITY; HYSTERESIS; MATHEMATICAL MODELS; MECHANICAL TESTING; WELDING;

CYCLIC TESTING; DUCTILE KNEE BRACES; POTENTIAL MOMENT RESISTANCE; RIVETED STIFFENED SEAT ANGLE CONNECTION; SELECTIVE WELDING;

CONNECTORS (STRUCTURAL);

EID: 0030196144     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:7(762)     Document Type: Article

References (17)

1. Astaneh, A., Nader, M. N., and Malik, L. (1989). "Cyclic behavior of double angle connections." J. Struct. Engrg., ASCE, 115(5), 1101-1118.
2. Federal Emergency Management Agency (FEMA). (1992). "NEHRP handbook for seismic rehabilitation of existing buildings." Rep. FEMA-172, Washington, D.C.
3. Home, M. R., and Morris, L. J. (1981). Plastic design of low-rise frames, Granada Publication, London, England, 15-16.
4. Jones, S. W., Kirby, P. A., and Nethercot, D. A. (1982). "Columns with semirigid joints." J. Struct. Engrg., ASCE, 108(2), 361-372.
5. Kishi, N., and Chen, W. F. (1990). "Moment-rotation relations of semirigid connections with angles." J. Struct. Engrg., ASCE, 116(7), 1813-1834.
6. Kulak, G. L., Fisher, J. W., Struik, J. H. A. (1987). Guide to design criteria for bolted and riveted joints, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
7. Leon, R., Forcier, G. P., Roeder, C. W., and Preece, F. R. (1994). "Cyclic performance of riveted connections." Proc., 12th ASCE Struct., Congr., ASCE, New York, N.Y., Vol. 2, 1490-1495.
8. Lewitt, C. W., Chesson, E., and Munse, W. H. (1966). "Restraint characteristics of flexible riveted and bolted beam-to-column connections." Rep., Dept. Civ. Engrg., Univ. of Illinois, Urbana, Ill.
9. Marly, M. J., and Gerstle, K. H. (1982). "Analysis and test of flexibly-connected steel frames." Rep. Prepared for AISC under Proj. 199, Am. Inst. of Steel Constr. (AISC), Chicago, Ill.
10. Maxwell, S. M. et al. (1981). "A realistic approach to the performance and application of semi-rigid joints in steel structures." Joints in structural steel work, J. H. Howlett, W. M. Jenkins, and R. Stansby, eds., Pentech Press, London, England, 2.71-2.98.
11. Moore, H. F., and Wilson, W. M. (1917). "Tests to determine the rigidity of riveted joints of steel structures." Engrg. Experiment Station, Bull. No. 104, Univ. of Illinois, Urbana, Ill.
12. Nader, M. N., and Astaneh, A. (1989). "Experimental studies of a single story steel structure with fixed, semi-rigid and flexible connections." Rep. No. UCB/EERC-89/15, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
13. Radziminski, J. B., and Azizinamini, A. (1986). "Low cyclic fatigue of semi-rigid steel beam-to-column connections." Proc., 3rd U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst. (EERI), El Centro, Calif., Vol. 2, 1285-1296.
14. Rathbun, J. C. (1935). "Elastic properties of riveted connections." Trans. ASCE, ASCE, New York, N.Y, Paper No. 1933, Vol. 11, 524-563.
15. Sarraf, M. H. K. M. (1993). "Experimental study on cyclic behavior of riveted stiffened seat angle connections," MS thesis, Ottawa-Carleton Inst. for Civ. Engrg., Univ. of Ottawa, Ottawa, Ont., Canada.
16. Stefano, M., Luca, A., and Astaneh, A. (1994). "Modeling of cyclic moment-rotation response of double-angle connections." J. Struct. Engrg., ASCE, 120(1), 212-229.
17. Young, C. R., and Jackson, K. B. (1934). "The relative rigidity of welded and riveted connections." Can. J. Res., Vol. 11, 62-100.