Karya Ilmiah
Pencarian Karya Ilmiah

EFEK PENGEKANGAN TERHADAP MOMEN-KELENGKUNGAN TAMPANG KOLOM BETON BERTULANG

Iman Satyarno, Abdul Kadir
Confinement of the column can be transverse bar with a variety of conventional configuration. This paper aims to analyze the influence of the rectangular stirrups spacing on moment - curvature column. Moment - curvature analysis is done by using the stress-strain curve Kent and Park (1971), Mander et al. (1988), Saatcioglu and Razvi (1992), Legeron and Paultre (2003), and Response -2000. The results of the analysis show that: 1) transverse bar spacing less effect on increasing the maximum moment on all models. 2) All the models indicate that the smaller spacing of transverse steel will increase the moment after moment of maximum curvature. 3) The level of the load will affect the rate of reduce in the strength and ductility of curvature 4) The level of the flatness of the slope of the curve after the peak is a model Saatcioglu and Razvi, Mander, Legeron and Paultre, Response - 2000 and Kent and Park. Keywords: Confinement, stress-strain model, curvature, moment-curvature, column, reinforced concrete.

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Diterbitkan pada: Metropilar Volume 11 Nomor 4 Oktober 2013 ISSN : 1693 – 6205

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