Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40709
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dc.contributor.authorOoi, Tze Yang-
dc.date.accessioned2015-12-31T12:49:41Z-
dc.date.available2015-12-31T12:49:41Z-
dc.date.issued2014-05-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/40709-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractThis paper is written to study how a structural (in this study, a school building is taken as a model) in Malaysia resist against earthquake of which the earthquake magnitude has been scale down according to Malaysian scale. The Malaysian Peak Ground Acceleration (PGA) is 30 gal or 0.03 g. Through Pushover Analysis (POA) which is tested to know its maximum capacity of the building, the maximum capacity of the school building through horizontal axis, Ux is 5.286 mm and through vertical axis, Uz is 0.0630 mm. Through modification of ground motion from PEER to suit the Malaysian PGA, for V/H < 1, the maximum displacement Ux is 0.000386 mm while Uz is 0.00016 mm. For V/H > 1, the maximum displacement Ux = 0.000386 mm while Uz is 0.000016 mm. This concludes that the school building model is able to resist the Malaysia earthquake as the maximum displacement of horizontal Ux and vertical displacement Uz does not exceed the collapse limit although no earthquake design is taken as a consideration during the design. This also concludes that vertical ground motion need not be consider when designing structural in Malaysia because the V/H < 1 and V/H > 1 shows no differences in maximum displacement.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectEarthquakeen_US
dc.subjectStructural analysisen_US
dc.subjectPeninsular Malaysiaen_US
dc.subjectSchool building designen_US
dc.titleAssessment of school building model under recommended earthquake loading for Peninsular Malaysiaen_US
dc.typeLearning Objecten_US
dc.contributor.advisorMohd Zulham Affandi Mohd Zahiden_US
dc.publisher.departmentSchool of Environmental Engineeringen_US
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
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Abstract, Acknowledgement.pdf175.01 kBAdobe PDFView/Open
Introduction.pdf443.38 kBAdobe PDFView/Open
Literature review.pdf427.47 kBAdobe PDFView/Open
Methodology.pdf203.32 kBAdobe PDFView/Open
Results and discussion.pdf3.47 MBAdobe PDFView/Open
Conclusion.pdf139.07 kBAdobe PDFView/Open
Reference and appendix.pdf141.98 kBAdobe PDFView/Open


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