A SIMPLE METHOD FOR ANALYZING DEEP COUPLING BEAMS WITH DIAGONAL REINFORCEMENT

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RIAZI MASOUD; ESFAHANI M.R.

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Journal: Year:2008 | Volume:42 | Issue:6 (116) Page(s): 723-737

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Information Journal Paper

Title

A SIMPLE METHOD FOR ANALYZING DEEP COUPLING BEAMS WITH DIAGONAL REINFORCEMENT

Author(s)

RIAZI MASOUD | ESFAHANI M.R. | Issue Writer Certificate

Keywords

COUPLING BEAMQ3

DIAGONAL REINFORCEMENTQ3

REINFORCED CONCRETEQ3

SHEAR WALLQ3

Abstract

In this research, using the Modified Compression Field Theory (MCFT), a new truss based model is proposed to predict the behavior of REINFORCED CONCRETE COUPLING BEAMs with DIAGONAL REINFORCEMENT. The model is able to consider the effects of shear and axial forces and bending moment, simultaneously. The proposed model includes a nonlinear shear spring, an axial spring, two inclined truss members and some nonlinear springs for considering bending deformations. The results of the proposed model were compared with several test results conducted by the authors and other researchers. The comparison shows that the proposed model can predict shear behavior of COUPLING BEAMs, appropriately.

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APA: Copy

RIAZI, MASOUD, & ESFAHANI, M.R.. (2008). A SIMPLE METHOD FOR ANALYZING DEEP COUPLING BEAMS WITH DIAGONAL REINFORCEMENT. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 42(6 (116)), 723-737. SID. https://sid.ir/paper/14266/en

Vancouver: Copy

RIAZI MASOUD, ESFAHANI M.R.. A SIMPLE METHOD FOR ANALYZING DEEP COUPLING BEAMS WITH DIAGONAL REINFORCEMENT. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2008;42(6 (116)):723-737. Available from: https://sid.ir/paper/14266/en

IEEE: Copy

MASOUD RIAZI, and M.R. ESFAHANI, “A SIMPLE METHOD FOR ANALYZING DEEP COUPLING BEAMS WITH DIAGONAL REINFORCEMENT,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 42, no. 6 (116), pp. 723–737, 2008, [Online]. Available: https://sid.ir/paper/14266/en

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