Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/37898
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dc.titleBlast Resistance of Steel-Concrete Composite Structures
dc.contributor.authorKANG KOK WEI
dc.date.accessioned2013-05-31T18:02:35Z
dc.date.available2013-05-31T18:02:35Z
dc.date.issued2012-10-29
dc.identifier.citationKANG KOK WEI (2012-10-29). Blast Resistance of Steel-Concrete Composite Structures. ScholarBank@NUS Repository.
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/37898
dc.description.abstractThis study attempts to develop an analytical method to accurately capture the dynamic inelastic behaviour of concrete filled steel tubular (CFST) columns subject to blast loading. The proposed approach will possess a closed form solution approach and the capability to analyse a structure, which respond both in flexural as well as in shear. The thesis will also study the blast resistant performance of steel-concrete-steel (SCS) sandwich panels through analytical, experimental and numerical study.
dc.language.isoen
dc.subjectBlast, Steel, Composite, Column, Experiment, Sandwich
dc.typeThesis
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.contributor.supervisorLIEW JAT YUEN, RICHARD
dc.description.degreePh.D
dc.description.degreeconferredDOCTOR OF PHILOSOPHY
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Ph.D Theses (Open)

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