Title of article
Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions
Author/Authors
Wen، نويسنده , , Wei-Ping and Zhai، نويسنده , , Chang-Hai and Li، نويسنده , , Huei-Shuang and Chang، نويسنده , , Zhiwang and Xie، نويسنده , , Li-Li، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2014
Pages
9
From page
599
To page
607
Abstract
This manuscript investigates the constant damage inelastic displacement ratios for the near-fault pulse-like ground motions. The inelastic displacement ratios are computed for three hysteretic models and 81 near-fault pulse-like ground motions. The effects of near-fault pulse-like ground motions, period normalization, earthquake magnitude, rupture distance, peak ground velocity (PGV), maximum incremental velocity (MIV), structural degrading behavior and ultimate ductility factor μu are evaluated and discussed statistically. The results indicate that the near-fault pulse-like ground motions can significantly increase the displacement demand of structures with medium period. The period normalization can clearly reduce the dispersion of inelastic displacement ratio. The effect of MIV on inelastic displacement ratios is more obvious than PGV. The near-fault pulse-like ground motions are more dangerous for structures with strength degrading behavior than ordinary ground motions. A predictive model is proposed for the application of constant damage inelastic displacement ratios for near-fault pulse-like ground motions.
Keywords
Constant damage inelastic displacement ratios , Predominant period , Near-fault pulse-like ground motions , Period normalization
Journal title
Engineering Structures
Serial Year
2014
Journal title
Engineering Structures
Record number
1677157
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