Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12025
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dc.contributor.authorTan, Haiyangen
dc.date.accessioned2008-09-25T06:35:19Zen
dc.date.available2008-09-25T06:35:19Zen
dc.date.copyright2006en
dc.date.issued2006en
dc.identifier.citationTan, H. (2006). Experimental and analytical study on lightly reinforced concrete frames and beam-column joints. Doctoral thesis, Nanyang Technological University, Singapore.en
dc.identifier.urihttps://hdl.handle.net/10356/12025en
dc.description.abstractThis project investigates the behaviour of lightly reinforced concrete beam-column joints and wide beam-column joints under simulated earthquake excitation-reversed cyclic loadings. The scope of this project includes experimental investigations on the seismic performances of beam-column joints, analytical investigation on either reinforced concrete frames or beam-column joints via a FEM approach, and the parametric study on the beam-column connections.en
dc.format.extent427 p.en
dc.language.isoenen
dc.rightsNanyang Technological Universityen
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen
dc.titleExperimental and analytical study on lightly reinforced concrete frames and beam-column jointsen
dc.typeThesisen
dc.contributor.supervisorLi Bingen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.description.degreeDoctor of Philosophy (CEE)en
dc.identifier.doi10.32657/10356/12025en
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