dc.contributor.authorEdward Anggadjajaen_US
dc.date.accessioned2010-05-21T05:23:17Z
dc.date.accessioned2017-07-23T08:27:10Z
dc.date.available2010-05-21T05:23:17Z
dc.date.available2017-07-23T08:27:10Z
dc.date.copyright2007en_US
dc.date.issued2007
dc.identifier.citationEdward Anggadjaja. (2007). Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/39358
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_US
dc.format.extent329 p.
dc.language.isoen
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleShear capacity of slab-column connections under gravity and biaxial cyclic lateral loadingen_US
dc.typeThesisen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorTeng Susantoen_US
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en_US


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