Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/39358
Title: Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading
Authors: Edward Anggadjaja
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2007
Source: Edward, A. (2007). Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading. Doctoral thesis, Nanyang Technological University, Singapore.
Abstract: Reinforced 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.
URI: http://hdl.handle.net/10356/39358
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

Files in This Item:
File Description SizeFormat 
EdwardAnggadjaja2007b.pdfMain report b8.83 MBAdobe PDFThumbnail
View/Open
EdwardAnggadjaja2007a.pdfMain report a32.63 MBAdobe PDFThumbnail
View/Open

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.