A THEORETICAL STUDY OF THE BEHAVIOR OF REINFORCED CONCRETE COLUMNS STRENGHTHENED BY STEEL PLATES AND TRANSVERSE REINFORCEMENTS

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SHEYKHI M.; HAJI KAZEMI H.

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Journal: ESTEGHLAL Year:2006 | Volume:25 | Issue:2 Page(s): 65-72

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Title

A THEORETICAL STUDY OF THE BEHAVIOR OF REINFORCED CONCRETE COLUMNS STRENGHTHENED BY STEEL PLATES AND TRANSVERSE REINFORCEMENTS

Author(s)

SHEYKHI M. | HAJI KAZEMI H. | Issue Writer Certificate

Keywords

COLUMNSQ3

STRENGTHENINGQ3

CONFINEMENTQ3

LOAD-MOMENT INTERACTIONQ3

DUCTILITYQ2

Abstract

Jaketing of reinforced concrete column is a common and useful STRENGTHENING method. This method substantially improves mechanical properties of the column, such as flexural strength as well as shear and DUCTILITY. In this paper, the behavior of confined reinforced concrete COLUMNS is investigated. The results indicate that the method is more effective for slender COLUMNS in the region of their failure zone.

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APA: Copy

SHEYKHI, M., & HAJI KAZEMI, H.. (2006). A THEORETICAL STUDY OF THE BEHAVIOR OF REINFORCED CONCRETE COLUMNS STRENGHTHENED BY STEEL PLATES AND TRANSVERSE REINFORCEMENTS. ESTEGHLAL, 25(2), 65-72. SID. https://sid.ir/paper/6035/en

Vancouver: Copy

SHEYKHI M., HAJI KAZEMI H.. A THEORETICAL STUDY OF THE BEHAVIOR OF REINFORCED CONCRETE COLUMNS STRENGHTHENED BY STEEL PLATES AND TRANSVERSE REINFORCEMENTS. ESTEGHLAL[Internet]. 2006;25(2):65-72. Available from: https://sid.ir/paper/6035/en

IEEE: Copy

M. SHEYKHI, and H. HAJI KAZEMI, “A THEORETICAL STUDY OF THE BEHAVIOR OF REINFORCED CONCRETE COLUMNS STRENGHTHENED BY STEEL PLATES AND TRANSVERSE REINFORCEMENTS,” ESTEGHLAL, vol. 25, no. 2, pp. 65–72, 2006, [Online]. Available: https://sid.ir/paper/6035/en

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