dc.contributor.authorYang, Guichangen_US
dc.date.accessioned2008-09-25T06:39:53Z
dc.date.accessioned2017-07-23T08:26:53Z
dc.date.available2008-09-25T06:39:53Z
dc.date.available2017-07-23T08:26:53Z
dc.date.copyright2006en_US
dc.date.issued2006
dc.identifier.citationYang, G. C. (2006). Analysis and design of blast-resistant structures. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/12203
dc.description.abstractThe response of reinforced concrete beams and plates with an attached external layer of FRP platekheet on the tension face and subjected to air-blast loading are investigated using a simplified analytical model. The model comprises a number of distinct elastic phases, of which each phase terminates due to failure at a cross-section, and finally the plastic phase, when the reinforced concrete structure becomes a free movable mechanism.en_US
dc.format.extent218 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleAnalysis and design of blast-resistant structuresen_US
dc.typeThesisen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorLok Tat Sengen_US
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en_US


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