Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/69296
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dc.contributor.authorSteven Lucianto-
dc.date.accessioned2016-12-12T06:37:53Z-
dc.date.available2016-12-12T06:37:53Z-
dc.date.issued2016-
dc.identifier.urihttp://hdl.handle.net/10356/69296-
dc.description.abstractThe ability of a building to mitigate progressive collapse is the main interest with increasing number of terrorist attacks. Using column removal scenario, Alternate Load Path (ALP) approach is one of the direct methods to mitigate progressive collapse. Previous research on two-dimensional (2-D) Reinforced Concrete (RC) under column removal scenario mainly focused on Concentrated Loading (CL) quasi-static procedures while the real progressive collapse is under dynamic and the loading in most buildings is normally uniformly distributed. Thus, two series of experiment, which consisted of Uniformly Distributed Loading (UDL) quasi-static and free-fall dynamic tests on RC frames, were carried out to fill the gap in current research. The objective of the tests is to compare the structural behaviour between quasi-static and dynamic specimens. The study was focused on applied load level, failure modes, crack patterns and effect of boundary conditions. Lastly, the dynamic experimental results were compared against pseudo-static resistances based on energy approach.en_US
dc.format.extent57 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University-
dc.subjectDRNTU::Engineeringen_US
dc.titleST-35X Dynamic responses of reinforced concrete frames under single column removal scenarioen_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
dc.contributor.researchNTU-MINDEF Protective Technology Research Centreen_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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