Ground strain estimation for lifeline earthquake engineering
Current seismic design guidelines in Japan are diverse in the seismic ground strain estimates, because the concepts on a horizontally propagating wave model are not consistent in various seismic design guidelines including gas, water and other underground structures. The purpose of this study is (a)...
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oai:animorepository.dlsu.edu.ph:faculty_research-67362022-06-02T00:59:03Z Ground strain estimation for lifeline earthquake engineering Koike, Takeshi Maruyama, Osamu Garciano, Lessandro Estelito O. Current seismic design guidelines in Japan are diverse in the seismic ground strain estimates, because the concepts on a horizontally propagating wave model are not consistent in various seismic design guidelines including gas, water and other underground structures. The purpose of this study is (a) to derive the analytical methods to estimate the ground strains for incident seismic waves, (b) to develop a statistical estimation technique of the ground strains, and finally (c) to compare the theoretical estimation with the observed data which was measured at 441 sites in the 1999 Chi-Chi Earthquake in Taiwan. 2007-01-01T08:00:00Z text https://animorepository.dlsu.edu.ph/faculty_research/6030 Faculty Research Work Animo Repository Underground pipelines—Earthquake effects—Japan Seismic waves Civil and Environmental Engineering |
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Underground pipelines—Earthquake effects—Japan Seismic waves Civil and Environmental Engineering Koike, Takeshi Maruyama, Osamu Garciano, Lessandro Estelito O. Ground strain estimation for lifeline earthquake engineering |
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Current seismic design guidelines in Japan are diverse in the seismic ground strain estimates, because the concepts on a horizontally propagating wave model are not consistent in various seismic design guidelines including gas, water and other underground structures. The purpose of this study is (a) to derive the analytical methods to estimate the ground strains for incident seismic waves, (b) to develop a statistical estimation technique of the ground strains, and finally (c) to compare the theoretical estimation with the observed data which was measured at 441 sites in the 1999 Chi-Chi Earthquake in Taiwan. |
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Koike, Takeshi Maruyama, Osamu Garciano, Lessandro Estelito O. |
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Koike, Takeshi Maruyama, Osamu Garciano, Lessandro Estelito O. |
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Koike, Takeshi |
title |
Ground strain estimation for lifeline earthquake engineering |
title_short |
Ground strain estimation for lifeline earthquake engineering |
title_full |
Ground strain estimation for lifeline earthquake engineering |
title_fullStr |
Ground strain estimation for lifeline earthquake engineering |
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Ground strain estimation for lifeline earthquake engineering |
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ground strain estimation for lifeline earthquake engineering |
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Animo Repository |
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2007 |
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https://animorepository.dlsu.edu.ph/faculty_research/6030 |
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