Equivalent viscous damping for steel concentrically braced frame structures

Bulletin of Earthquake Engineering

Volumn 9, Issue 5, 2011, Pages 1535-1558

  Wijesundara, K K ^a   Nascimbene, R ^b   Sullivan, T J ^c  

^a SCUOLA UNIVERSITARIA SUPERIORE IUSS PAVIA   (Italy)

^b EUROPEAN CENTRE FOR TRAINING AND RESEARCH IN EARTHQUAKE ENGINEERING EUCENTRE   (Italy)

^c UNIVERSITY OF PAVIA   (Italy)

Author keywords

Concentrically braced frame; Ductility; Equivalent viscous damping; Non dimensional slenderness ratio

Indexed keywords

ACCELEROGRAMS; AREA-BASED; CONCENTRICALLY BRACED FRAMES; DIRECT DISPLACEMENT-BASED SEISMIC DESIGNS; EARTHQUAKE EXCITATION; EQUIVALENT VISCOUS DAMPING; HYSTERETIC RESPONSE; INELASTIC TIME-HISTORY ANALYSIS; ITERATIVE PROCEDURES; NON DIMENSIONAL SLENDERNESS RATIO; SINGLE-STOREY MODELS; SLENDERNESS RATIOS; STRUCTURAL SYSTEMS;

DUCTILITY; ENERGY DISSIPATION; SEISMIC DESIGN; STRUCTURAL FRAMES;

DAMPING;

CALIBRATION; DAMPING; DISPLACEMENT; DISSIPATION; ENERGY EFFICIENCY; LITERATURE REVIEW; MATHEMATICAL ANALYSIS; NUMERICAL MODEL; RESEARCH WORK; SEISMIC DESIGN; SEISMIC RESPONSE; VISCOSITY;

EID: 80052476396     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-011-9272-4     Document Type: Article

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