Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/49061
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dc.contributor.authorFoo, Edwin Chuan Jun.
dc.date.accessioned2012-05-14T07:15:00Z
dc.date.available2012-05-14T07:15:00Z
dc.date.copyright2012en_US
dc.date.issued2012
dc.identifier.urihttp://hdl.handle.net/10356/49061
dc.description.abstractResearch about progressive collapse has gained more interest and significance since the incidents of terrorist attacks such as Oklahoma City bombing (1995) and World Trade Center (2001). Progressive collapse of a building usually initiates from the failure of a primary structure element and results in either partial or total collapse of the building structure.en_US
dc.format.extent47 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titleRobustness of steel joints subject to missing columnen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorTan Kang Haien_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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