Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12178
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dc.contributor.authorZhao, Dianfeng.en_US
dc.date.accessioned2008-09-25T06:39:20Z-
dc.date.available2008-09-25T06:39:20Z-
dc.date.copyright2004en_US
dc.date.issued2004-
dc.identifier.urihttp://hdl.handle.net/10356/12178-
dc.description.abstractThe research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions under consideration are induced by earthquake as well as underground shock. The ultimate aim is to implement a complete, realistically accurate and possibly efficient algorithm to investigate the insights of steel frame.en_US
dc.format.extent216 p.-
dc.language.isoen-
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design-
dc.titleNonlinear dynamic behaviour of framed structures subjected to ground motionsen_US
dc.typeThesisen_US
dc.contributor.supervisorWong, Kai Faien_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeDoctor of Philosophy (CEE)en_US
item.grantfulltextrestricted-
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