RESPONSES OF BANGKOK SUBSOIL DUE TO EARTHQUAKES(Engineering)
スポンサーリンク
概要
- 論文の詳細を見る
Bangkok subsoil is believed to amplify long period components of the far field earthquakes occurred from a source with a few hundred kilometers away from the city. The reason of this amplification characteristic is mostly due to the nature of the Bangkok subsoil profiles. In the present study, the maximum credible earthquake induced by the Three Pagoda fault which is one of the closest active fault to Bangkok Metropolitan was evaluated. Then the waveform of the generated strong ground motion was formulated and the ground motion at Bangkok was computed based on the linear equivalent model. It was found that the predominant period of about 0.7 sec was obtained from the surface ground motion.
- 舞鶴工業高等専門学校の論文
著者
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KATO Yoshinori
Department of Pharmaceutical Sciences, Tohoku University Hospital and Division of Clinical Pharmacy,
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Teachavorasinskun Supot
Department Of Civil Engineering Chulalongkom Univeristy
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MORIO Satoshi
Department of Civil Engineering, Maizuru National College of Technology
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KITAZUMI Akira
JICA SV, Department of Mineral Resources
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DHARUSIRI Punya
Department of Geology, Chulalongkorn University
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Kato Yoshinori
Department Of Civil Engineering Maizuru National College Of Technology
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Morio Satoshi
Department Of Civil Engineering Maizuru National College Of Technology
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Kitazumi Akira
Jica Sv Department Of Mineral Resources
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Dharusiri Punya
Department Of Geology Chulalongkorn University
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