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- W2366467900 abstract "Relative displacement response spectrum is not only essential in seismic design of a long-period structure but also in displacement-based seismic design and in structural control design.However,the spectrum specified by seismic codes is a normalized absolute acceleration spectrum.Problems existing in long-period range of relative displacement spectrum in codes were pointed out here.By selecting 80 high-pass filtered digital horizontal strong motion records(PGA(peak ground acceleration)≥0.10 g) with lower cut off frequency(0.025 Hz ～0.125 Hz),relative displacement spectrum was constructed with period range(0～10.0 s) and damping ratio range(0.10～0.40).Furthermore,spectral influence factors and control parameters were calculated and illustrated.Taking influence of hypocenter parameters,ground motion amplitude,site conditions,spectral control parameters and damping ratio adjustment factors on relative displacement spectrum into account,elastic relative displacement spectrum and relevant practical calculation formula for a long-period structure were proposed.Moreover,value of PGD(peak ground displacement) was given based on statistical analysis.The results revealed that predominant period is one of significant parameters controlling the value and shape of the relative displacement spectrum,and the relative displacement spectrum established here is capable of fitting real displacement spectrum." @default.
- W2366467900 created "2016-06-24" @default.
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- W2366467900 date "2011-01-01" @default.
- W2366467900 modified "2023-09-23" @default.
- W2366467900 title "Relative displacement response spectrum of a long-period structure" @default.
- W2366467900 hasPublicationYear "2011" @default.
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