Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/68202
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dc.contributor.authorBhuddarak Charatpangoonen_US
dc.contributor.authorChayanon Hansapinyoen_US
dc.contributor.authorJunji Kiyonoen_US
dc.date.accessioned2020-04-02T15:23:18Z-
dc.date.available2020-04-02T15:23:18Z-
dc.date.issued2020-01-01en_US
dc.identifier.issn21862982en_US
dc.identifier.other2-s2.0-85079742997en_US
dc.identifier.other10.21660/2020.65.56966en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85079742997&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/68202-
dc.description.abstract©Int. J. of GEOMATE. The damages and losses caused by dam failure are significant. Currently, the seismic safety of dams is well established. However, a study concerning the seismic safety of dam-relevant structures is necessary. Occasionally, dams may withstand an earthquake; however, they are often unable to operate after the quake due to malfunctioning dam-relevant structures.Furthermore, the collapse of such structures could lead to a dam failure or cause considerable losses to the society downstream as well. Therefore, the seismic safety of dam-relevant structures cannot be neglected, and such safety precautions must be conducted properly. The main goal of this research is to evaluate the seismic safety of a dam spillway in Northern Thailand and to ensure that it can operate normally after an expected large earthquake. First, a representative dam-relevant structure is selected based on the availability of data and its importance. Afterward, the performance goal of a representative structure will be established upon its importance, expected performance, and ground motion level. For example, all structural components must be intact, and the uncontrollable release of reservoir water must not take place during and after the maximum considered earthquake (MCE). The seismic analysis of a representative structure is then performed using a numerical simulation. Finally, based on the results, suggestions are made regarding the seismic safety of the representative structure.en_US
dc.subjectAgricultural and Biological Sciencesen_US
dc.subjectEarth and Planetary Sciencesen_US
dc.subjectEngineeringen_US
dc.subjectEnvironmental Scienceen_US
dc.titleSeismic analysis of dam-relevant structures in Northern Thailanden_US
dc.typeJournalen_US
article.title.sourcetitleInternational Journal of GEOMATEen_US
article.volume18en_US
article.stream.affiliationsKyoto Universityen_US
article.stream.affiliationsChiang Mai Universityen_US
Appears in Collections:CMUL: Journal Articles

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