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1	Analysis of soil-structure system response with adjustments to soil properties by perturbation method Patta, Sang Putra Pasca Rante 07 July 2014 (has links) The research described in this dissertation undertakes a computational study of wave motion due to ground excitation in layered soil media. Adjustments of soil properties consistent with the level of deformation is applied using an equivalent linear approach. The finite element method provides the basis of the numerical procedure for soil-structure system response calculation in conjunction with a first-order perturbation scheme. Available experimental data are employed for shear-modulus and damping adjustments. The findings of the research are expected to lead to efficient calculation of structural response to earthquake ground motion. / text Finite element Perturbation Soil structure interaction Wave propagation Layered media Equivalent linear analysis Earthquake
2	Simulation of Strong Ground Motions in Mashiki Town, Kumamoto, Based on the Seismic Response Analysis of Soils and the Dynamic Rupture Modeling of Sources / 地盤応答解析および動力学的震源モデルに基づく熊本県益城町における強震動シミュレーション Sun, Jikai 23 March 2021 (has links) 京都大学 / 新制・課程博士 / 博士(工学) / 甲第23188号 / 工博第4832号 / 新制\|\|工\|\|1755(附属図書館) / 京都大学大学院工学研究科建築学専攻 / (主査)教授松島信一, 教授竹脇出, 教授林康裕 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM Subsurface velocity model identification Equivalent linear analysis Nonlinear analysis Building damage probability estimation Rupture dynamics simulation 500

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Analysis of soil-structure system response with adjustments to soil properties by perturbation method

Simulation of Strong Ground Motions in Mashiki Town, Kumamoto, Based on the Seismic Response Analysis of Soils and the Dynamic Rupture Modeling of Sources / 地盤応答解析および動力学的震源モデルに基づく熊本県益城町における強震動シミュレーション