Analyses of seismic performance of a code designed reinforced concrete building

Engineering Structures

Volumn 20, Issue 7, 1998, Pages 608-616

  Munshi, Javeed A ^a   Ghosh, Satyendra K ^a  

^a PORTLAND CEMENT ASSOCIATION   (United States)

Author keywords

Code design; Coupled wall; Dual shearwall frame system; Moment resisting frame; Reinforced concrete building; Seismic analysis; Seismic design; Seismic performance

Indexed keywords

BEAMS AND GIRDERS; BUILDING CODES; COMPUTER SIMULATION; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; NUMERICAL ANALYSIS; REINFORCEMENT; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES;

COUPLED WALL; DUAL SHEARWALL FRAME SYSTEM; MOMENT RESISTING FRAME; REINFORCED CONCRETE BUILDING; SEISMIC ANALYSIS; SEISMIC DESIGN; SEISMIC PERFORMANCE;

CONCRETE BUILDINGS;

EID: 0032119730     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00055-2     Document Type: Article

References (6)

1. Uniform Building Code, Int. Conf. Building Officials, Whittier, CA, 1994
2. Prakash, V., Powell, G. H. and Campbell, S. DRAIN-2DX, static and dynamic analysis of plane structures, NISEE, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1995
3. Naeim, F. 'On design implications of the Northridge earthquake records,' Earthq. Spectra, 1995, 11 (1), (91-117)
4. Saatcioglu, M. Inelastic behavior and design of earthquake resistant coupled walls, Department of Civil Engineering, Northwestern University, Evanston, IL, 1981
5. Paulay, T. and Priestly, M. J. N. Seismic design of reinforced concrete and masonry buildings, Wiley, New York, 1990
6. Ghosh, S. K. and Markevicius, 'Design of earthquake resistant shearwalls to prevent shear failure.' in Proc. 4th US Nat. Conf. Earthq. Engng, Palm Springs, CA. Vol. 2, Earthquake Engineering Research Institute, El Cerrito, CA, 1990, pp. 905-913