Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40393
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dc.contributor.authorThinesh, Perumall-
dc.date.accessioned2015-07-29T04:13:14Z-
dc.date.available2015-07-29T04:13:14Z-
dc.date.issued2013-06-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/40393-
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractThis paper presents an extensive parametric study on the inelastic response of 18 storey reinforced concrete (RC) planar frames which are subjected to 10 single and sequential ground motions. Three families of regular frame, irregular frame with setback and with transfer beam are examined. The first family has been designed for seismic and vertical loads according to European codes while the second one only for vertical loads. The whole range of frames is subjected to 10 real seismic sequences which are recorded by COSMOS, vertical and horizontal motion, in range 0 to 30 km and V/H is greater than 1. It is found that the vertical ground motion has significant effect to x and z axis directions. Furthermore, it is concluded that the Irregular frame with setback EC2 has failed in the corresponding demands of single ground motion.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectSeismic responseen_US
dc.subjectReinforced concrete (RC)en_US
dc.subjectReinforced concrete (RC) -- Analysisen_US
dc.subjectVertical earthquakeen_US
dc.titleSeismic and assessment of the high-rise RC buildings under repeated near field earthquakes with vertical componenten_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.pdf504.96 kBAdobe PDFView/Open
Introduction.pdf601.23 kBAdobe PDFView/Open
Literature review.pdf1.05 MBAdobe PDFView/Open
Methodology.pdf3.71 MBAdobe PDFView/Open
Results and discussion.pdf117.08 MBAdobe PDFView/Open
Conclusion.pdf220.04 kBAdobe PDFView/Open
Reference and appendix.pdf176.09 kBAdobe PDFView/Open


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