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Effect of ground motion duration on inelastic displacement ratio of SDOF systems 被引量:1
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作者 Saman Yaghmaei-Sabegh Sonia Daneshgari 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2023年第2期423-439,共17页
In this paper,the influence of ground motion duration on the inelastic displacement ratio,C_(1),of highly damped SDOF systems is studied.For this purpose,two sets of spectrally equivalent long and short duration groun... In this paper,the influence of ground motion duration on the inelastic displacement ratio,C_(1),of highly damped SDOF systems is studied.For this purpose,two sets of spectrally equivalent long and short duration ground motion records were used in an analysis to isolate the effects of ground motion duration on.The effect of duration was evaluated for observed values of C_(1) by considering six ductility levels,and different damping and post-yield stiffness ratios.A new predictive equation of C_(1) also was developed for long and short duration records.Results of non-linear regression analysis of the current study provide an expression with which to quantify the duration effect.Based on the average values of estimated C_(1) ratios for long duration records divided by C_(1) for a short duration set,it is concluded that the maximum difference between long and short duration records occurs when the damping ratio is 0.3 and the post-yield stiffness ratio is equal to zero. 展开更多
关键词 inelastic displacement ratio long and short duration earthquakes highly damped SDOF systems DUCTILITY
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