New Building Code requirements for the seismic design of tall buildings near active faults

Structural Design of Tall Buildings

Volumn 6, Issue 4, 1997, Pages 279-297

  Lew, Marshall ^a,c   Bonneville, David ^b  

^a Div Law Eng Environ Serv Inc   (United States)

^b DEGENKOLB ENGINEERS   (United States)

^c NONE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; STRUCTURAL DESIGN;

GROUND MOTION MAPPING;

TALL BUILDINGS;

EID: 0031374048     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(199712)6:4<279::AID-TAL98>3.0.CO;2-J     Document Type: Article

References (5)

1. Uniform Building Code, International Conference of Building Officials, Whittier, California, 1997.
2. Recommended Lateral Force Requirements and Commentary, Seismology Committee, Structural Engineers Association of California, Sacramento, California, 1996.
3. Uniform Building Code, International Conference of Building Officials, Whittier, California, 1994.
4. D. R. Bonneville, J. A. Heintz and M. Lew, 'SEAOC strength-based seismic code proposal', Proc 65th Annual SEAOC Convention, Maui, Hawaii, U.S.A., 1996.
5. R. K. Goel and A. K. Chopra, 'Evaluation of code formulas for fundamental period of buildings' Proc. 11th World Conf. on Earthquake Engineering, Acapulco, Mexico, 1996.