Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/5187
Title: Shear strength of RC columns under multi-directional loading
Authors: Paulus Irawan
Teng, Susanto
Maekawa, Koichi
Nguyen, Xuan Hoang
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2005
Abstract: In recent years, some reinforced concrete (RC) columns in high-rise buildings, bridges and elevated highways suffered severe damage during strong earthquakes due to brittle and catastrophic shear failure. Under seismic loads, depending on the direction of the ground motion and the connection between the columns and other members, these columns can experience any combination of shear force, axial force, bending moment and torsion. The disastrous collapse of RC columns during the earthquakes motivates a study on the behaviour of RC short columns subjected to multi-directional forces, typical of seismic or wind load.
URI: http://hdl.handle.net/10356/5187
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Research Reports (Staff & Graduate Students)

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