Alternative method to locate centre of rigidity in asymmetric buildings

Earthquake Engineering and Structural Dynamics

Volumn 36, Issue 7, 2007, Pages 965-973

  Basu, Dhiman ^a,b   Jain, Sudhir K ^b  

^a CSIR STRUCTURAL ENGINEERING RESEARCH CENTRE   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

Buildings; Earthquake; Earthquake resistant design; Seismic analysis; Torsion

Indexed keywords

BUILDING CODES; EARTHQUAKE EFFECTS; RIGIDITY; SEISMIC RESPONSE; VIBRATIONS (MECHANICAL);

EARTHQUAKE EXCITATION; STANDARD BUILDING ANALYSIS SOFTWARE;

SEISMIC DESIGN;

ASYMMETRY; BUILDING CODE; ECCENTRICITY; RIGIDITY; SEISMIC DESIGN; SEISMIC RESPONSE; SHEAR STRENGTH; SOFTWARE; TORSION; VIBRATION;

EID: 34249089522     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.658     Document Type: Article

References (3)

1. Hejal R, Chopra AK. Earthquake response of torsionally-coupled buildings. Report No. UCB/EERC-87/20, Department of Civil Engineering, University of California, Berkeley, California, December 1987.
2. Tso WK. Static eccentricity concept for torsional moment estimation. Journal of Structural Engineering (ASCE) 1990; 116(5):1199-1212.
3. Goel RK, Chopra AK. Seismic code analysis of buildings without locating centers of rigidity. Journal of Structural Engineering (ASCE) 1993; 119(10):3039-3055.