Comparison of Seismic Responses of 3-Dimensional Structure-Pile Foundation-Ground Interaction Systems With Those of 2-Dimensional Systems

Ishihara, Tetsuya; Miura, Fusanori

doi:10.2208/jscej.1994.501_123

Cited by 7 publications

(1 citation statement)

References 4 publications

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“…Until now, numerous interaction systems have been proposed (e.g., Toki and Fu 1987;Reza Tabatabaiefar et al 2013). The interaction systems used are basically the same as those employed in the study by Iida (2013), which were originally developed by Ishihara and Miura (1993) and Ishihara (1994). Their systems are similar to those used by Toki and Fu (1987).…”

Section: Methodsmentioning

confidence: 99%

Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field

et al. 2015

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A recently proposed three-dimensional (3D) linear method for examining soil-building interactions based on an input seismic wave field is, after some improvements, applied to estimate seismic building responses in the reclaimed zone of Tokyo Bay, where ground motions include a considerable amount of surface waves, thus reconfirming the effects of the method in a different situation. A seismic wave field involves seismic waves propagating in a 3D medium. The proposed method was developed with the goal of adequately treating seismic surface waves trapped by a (several-kilometers) deep underground structure in a soil-building interaction system. Two simulations were carried out. The first simulation successfully reproduced surface, downhole, and building accelerograms that were recorded at one borehole station during two medium-sized earthquakes. In the second simulation, seismic responses of a midrise RC model building and a wood model building were favorably calculated at the other borehole station for the 1923 Kanto earthquake. The building responses also were compared with those calculated by two standard response analyses, demonstrating the superiority of the proposed method.

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Section: Methodsmentioning

confidence: 99%

Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field

et al. 2015

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Three-Dimensional Finite-Element Method for Soil-Building Interaction Based on an Input Wave Field

Iida

2013

Int. J. Geomech.

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3D Complete Nonlinear Methods for Soil–Building Interaction Based on an Input Wavefield

Iida

2020

Int. J. Geomech.

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Comparison of Seismic Responses of 3-Dimensional Structure-Pile Foundation-Ground Interaction Systems With Those of 2-Dimensional Systems

Cited by 7 publications

References 4 publications

Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field

Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field

Three-Dimensional Finite-Element Method for Soil-Building Interaction Based on an Input Wave Field

3D Complete Nonlinear Methods for Soil–Building Interaction Based on an Input Wavefield

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