Rehabilitation of a 1985 steel moment-frame building

Earthquake Spectra

Volumn 19, Issue 2, 2003, Pages 385-397

  Haskell, Gregg ^a  

^a NONE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION; BUILDINGS; ENERGY DISSIPATION; SEISMOLOGY; STEEL; STIFFNESS; STRUCTURAL FRAMES;

STEEL MOMENT FRAMES;

EARTHQUAKES;

BUILDING; EARTHQUAKE ENGINEERING; ELASTIC PROPERTY; SEISMIC RESPONSE; STEEL STRUCTURE;

CALIFORNIA; SAN FRANCISCO BAY; UNITED STATES;

EID: 0038036022     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1572170     Document Type: Review

References (8)

1. Applied Technology Council (ATC), 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA 273, Washington, DC.
2. Constantinou, M., 1998. Personal communication.
3. Filiatrault, A., and Kremmidas, S., 1999. Seismic behavior of steel moment-resisting frames retrofitted with passive friction energy dissipating systems under near-fault ground motions, Proceedings of 8th Canadian Conference on Earthquake Engineering, Vancouver, B.C., 13-16 June, 379-384.
4. International Conference of Building Officials (ICBO), 1985. Uniform Building Code, Whittier, CA.
5. International Conference of Building Officials (ICBO), 1997. Uniform Building Code, Whittier, CA.
6. Sheet Metal and Air Conditioning Contractors National Association (SMACNA), 1998. Seismic Restraint Manual: Guidelines for Mechanical Systems, 2nd Edition, Chantilly, VA.
7. Structural Engineers Association of California (SEAOC), 1999. Recommended Lateral Force Requirements and Commentary, 7th Edition, Sacramento, CA.
8. Tsai, K.-C., and Popov, E. P., 1988. Steel Beam-Column Joints in Seismic Moment Resisting Frames, Report No. UCB/EERC 88/19, Earthquake Engineering Research Center, University of California, Berkeley, CA.