Cyclic testing of steel moment connections rehabilitated with RBS or welded haunch

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 1, 2000, Pages 57-68

  Uang, Chia Ming ^a,c   Yu Kent, Qi Song ^a   Noel, Shane ^b   Gross, John ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b DEGENKOLB ENGINEERS   (United States)

^c NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BRITTLE FRACTURE; CONCRETE SLABS; CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; STRUCTURAL DESIGN;

REDUCED BEAM SECTION (RBS); STEEL MOMENT CONNECTIONS;

WELDED STEEL STRUCTURES;

EID: 0033727098     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(57)     Document Type: Article

References (12)

1. ATC. (1992). "Guidelines for cyclic seismic testing of components of steel structures for buildings." Rep. No. ATC-24, Applied Technology Council, Redwood City, Calif.
2. Civjan, S., and Engelhardt, M. D. (1998). "Experimental investigation of methods to retrofit connections in existing seismic-resistant steel moment frames." Summary Final Rep. to the National Institute of Standards and Technology, Phil M. Ferguson Struct. Engrg. Lab., University of Texas at Austin, Austin, Tex.
3. Load and resistance factor design for structural steel buildings. (1993). American Institute of Steel Construction, Chicago, IL.
4. SAC. (1996a). "Interim Guidelines Advisory No. 1." Rep. No. SAC-9603 (Rep. No. FEMA-267A), SAC Joint Venture, Sacramento, Calif.
5. SAC. (1996b). "Technical report: Experimental investigations of beamcolumn subassemblies." Rep. No. SAC-96-01, SAC Joint Venture, Sacramento, Calif.
6. Salmon, C. G., and Johnson, J. E (1996). Steel structures: Design and Behavior, 4th Ed., HarperCollins, New York.
7. Uang, C.-M., and Bondad, D. (1996). "Static cyclic testing of pre-Northridge and haunch repaired steel moment connections." Rep. No. SSRP96/02, Div. of Struct. Engrg., University of California at San Diego, La Jolla, Calif.
8. Uniform building code. (1985). International Conference of Building Officials, Whittier, Calif.
9. Uniform building code. (1988). International Conference of Building Officials, Whittier, Calif.
10. Youssef, N., Bonowitz, D., and Gross, J. (1995). "A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake." Rep. No. NISTIR 5625, NIST, Gaithersburg, Md.
11. Yu, Q.-S., Noel, S., and Uang, C.-M. (1997). "Experimental and analytical studies on seismic rehabilitation of pre-Northridge steel moment connections: RBS and haunch approaches." Rep. No. SSRP-97/08, Div. of Struct. Engrg., University of California at San Diego, La Jolla, Calif.
12. Yu, Q.-S., Uang, C.-M., and Gross, J. (2000). "Seismic rehabilitation design of steel moment connection with welded haunch." J. Struct. Engrg., ASCE, 126(1), 69-78.