Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/39358
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dc.contributor.authorEdward Anggadjajaen
dc.date.accessioned2010-05-21T05:23:17Zen
dc.date.available2010-05-21T05:23:17Zen
dc.date.copyright2007en
dc.date.issued2007en
dc.identifier.citationEdward Anggadjaja. (2007). Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading. Doctoral thesis, Nanyang Technological University, Singapore.en
dc.identifier.urihttps://hdl.handle.net/10356/39358en
dc.description.abstractReinforced concrete flat plate structures have been widely used for residential and office buildings around the world due to their economical and aesthetical advantages over the conventional beam and slab system. However, the transfer of shear and unbalanced moment at the slab-column connections may result in a sudden and brittle punching failure at these connections. Thus, the economy of the flat plate structure depends on the degree to which the ultimate strength of the slab-column connections can be predicted and utilized.en
dc.format.extent329 p.en
dc.language.isoenen
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen
dc.titleShear capacity of slab-column connections under gravity and biaxial cyclic lateral loadingen
dc.typeThesisen
dc.contributor.supervisorTeng Susantoen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en
dc.identifier.doi10.32657/10356/39358en
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