Re-evaluation of equivalent lateral force procedure for prediction of displacement demand in seismically isolated structures

Engineering Structures

Volumn 52, Issue , 2013, Pages 455-465

  Pant, Deepak R ^a,b   Constantinou, Michael C ^a   Wijeyewickrema, Anil C ^b  

^a State University of New York   (United States)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Bidirectional excitation; Equivalent lateral force procedure; Seismic isolation; Simplified analysis; Spectral matching; Weighted scaling

Indexed keywords

BI-DIRECTIONAL EXCITATION; LATERAL FORCE; SEISMIC ISOLATION; SIMPLIFIED ANALYSIS; SPECTRAL MATCHINGS; WEIGHTED SCALING;

SPECIFICATIONS;

SEISMIC DESIGN;

ACCURACY ASSESSMENT; BUILDING CODE; DAMPING; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; GROUND MOTION; PREDICTION; SEISMIC DESIGN; SEISMIC ISOLATION; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

EID: 84876328840     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2013.03.013     Document Type: Article

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