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✓ Immediate verification • ✓ Free institutional access • ✓ Global collaborationLateral steel in columns is generally required for shear resistance, confinement of concrete and prevention of buckling of longitudinal bars. This paper is limited to the design of lateral steel for confinement and bar buckling only. The provisions of the ACI 318-89 code (1989) related to this area are critically examined and changes are suggested to these provisions to make the design more rational. Both the tied and the spirally reinforced columns are considered and seismic as well as non-seismic design provisions are discussed.
Shamim A. Sheikh, Murat Saatcioglu (1994). Design of Lateral Steel in Columns. Structures Congress XII, pp. 432-437
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Type
Article
Year
1994
Authors
2
Datasets
0
Total Files
0
Language
English
Journal
Structures Congress XII
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