RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS

We study how pulse period influence response reduction effect due to base uplift. Following results are obtained. 1) We can expect response reduction effect if base uplift occurs when pulse period is nearly equal to or larger than fundamental natural period of buildings. 2) We cannot always expect r...

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Veröffentlicht in:	AIJ Journal of Technology and Design 2015/06/20, Vol.21(48), pp.539-544
Hauptverfasser:	YOKOYAMA, Ryo, TAKEMOTO, Naoki, SUGINO, Mina, HAYASHI, Yasuhiro
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Base uplift Buildings Excitation Ground motion Pulse-like ground motion Reduction Ricker wavelet Shaking table test Shear deformation Sinusoidal pulse Uplift
Online-Zugang:	Volltext
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