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Abstract: <br /> <br /> <br /> <br /> <br /> <br /> This study presents seismic hazard analysis that aims to estimate peak ground acceleration Semarang for 500 - year return period earthquake and presents ground dynamic response analysis to estimate surface...
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id-itb.:56312017-09-27T15:23:29Z#TITLE_ALTERNATIVE# Rochim (NIM 250 04 037), Abdul Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/5631 Abstract: <br /> <br /> <br /> <br /> <br /> <br /> This study presents seismic hazard analysis that aims to estimate peak ground acceleration Semarang for 500 - year return period earthquake and presents ground dynamic response analysis to estimate surface acceleration and seismic design criteria. The seismic hazard analysis is based on geology and history condition by probabilistic seismic hazard analysis (PSHA) method using EZ FRISK program that modeling fault sources in three dimensional representation. <br /> text |
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Abstract: <br />
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This study presents seismic hazard analysis that aims to estimate peak ground acceleration Semarang for 500 - year return period earthquake and presents ground dynamic response analysis to estimate surface acceleration and seismic design criteria. The seismic hazard analysis is based on geology and history condition by probabilistic seismic hazard analysis (PSHA) method using EZ FRISK program that modeling fault sources in three dimensional representation. <br />
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Rochim (NIM 250 04 037), Abdul |
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Rochim (NIM 250 04 037), Abdul #TITLE_ALTERNATIVE# |
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Rochim (NIM 250 04 037), Abdul |
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Rochim (NIM 250 04 037), Abdul |
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https://digilib.itb.ac.id/gdl/view/5631 |
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