Dependence of damping correction factors for response spectra on duration and numbers of cycles

Journal of Structural Engineering

Volumn 134, Issue 8, 2008, Pages 1364-1373

  Stafford, Peter J ^a,b   Mendis, Rishmila ^b   Bommer, Julian J ^b  

^a Willis ^*

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Damping; Earthquakes; Ground motion; Seismic design; Spectra

Indexed keywords

CIVIL ENGINEERING; EARTHQUAKE RESISTANCE; ENGINEERING GEOLOGY; EQUATIONS OF MOTION; FREQUENCY RESPONSE; INTELLIGENT CONTROL; SEISMIC DESIGN; SEISMOLOGY;

DAMPING CORRECTION FACTORS; DAMPING RATIOS; DESIGN CODES; EARTHQUAKE ENGINEERING; EQUIVALENT LOADS; GROUND MOTIONS; MODERN APPLICATIONS; NUMBER OF CYCLES; PREDICTOR VARIABLES; RELATIVE DISPLACEMENT RESPONSE; RESPONSE SPECTRUM; SCALING FACTORS; SPECTRA (CO); SPECTRAL ORDINATES; SPECTRAL RESPONSES; WIDE-RANGE;

DAMPING;

EID: 47749087810     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:8(1364)     Document Type: Article

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