2017
DOI: 10.1016/j.soildyn.2017.03.003
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Simplified probabilistic seismic assessment of RC frames with added viscous dampers

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Cited by 5 publications
(9 citation statements)
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“…As shown in the figures, for Ω � ω, the calculation results of equation (29) and the ERM agreed well, and for Ω ≠ ω, the calculation results of equation (30) were larger than the calculation results of the ERM. e calculation results of equation (30) were more accurate than those of the equation (29) because this equation considered the impact of the ground motion frequency, and the change law before and after the resonance point was consistent with that under harmonic excitation.…”
Section: Calculation Of Adr Of Damping Structure Under Ground Motion mentioning
confidence: 51%
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“…As shown in the figures, for Ω � ω, the calculation results of equation (29) and the ERM agreed well, and for Ω ≠ ω, the calculation results of equation (30) were larger than the calculation results of the ERM. e calculation results of equation (30) were more accurate than those of the equation (29) because this equation considered the impact of the ground motion frequency, and the change law before and after the resonance point was consistent with that under harmonic excitation.…”
Section: Calculation Of Adr Of Damping Structure Under Ground Motion mentioning
confidence: 51%
“…Figures 11 and 12 present the curves of ADR (ζ sd ) vs. the natural vibration period of the structure (T) and the PGA ( € u g0 ) with different damping coefficients (c a , in kN•s/m) for the El Centro ground motion obtained using the ERM and equations (29) and (30). Here, the damping exponent was α � 0.50.…”
Section: Calculation Of Adr Of Damping Structure Under Ground Motion mentioning
confidence: 99%
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