NONLINEAR CYCLIC ANALYSIS OF REINFORCED CONCRETE FRAMES, UTILIZING NEW JOINT ELEMENT

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HASHEMI S.SH.; TASNIMI A.A.; SOLTANI M.

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Journal Paper

Paper Information

Journal: Scientia Iranica Year:2009 | Volume:16 | Issue:6 (TRANSACTION A: CIVIL ENGINEERING) Page(s): 490-501

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Information Journal Paper

Title

NONLINEAR CYCLIC ANALYSIS OF REINFORCED CONCRETE FRAMES, UTILIZING NEW JOINT ELEMENT

Author(s)

HASHEMI S.SH. | TASNIMI A.A. | SOLTANI M. | Issue Writer Certificate

Keywords

NONLINEAR ANALYSIS

RC FRAMES

BOND-SLIP

JOINT ELEMENT

PULL-OUT EFFECT

Abstract

In this article, a numerical model based on the layer approach is introduced for nonlinear cyclic analysis of two-dimensional reinforced concrete frames. The advantage of the proposed analytical procedure is that it takes the BOND-SLIP, shear-slip and PULL-OUT EFFECTs and, also, shears deformation in the joints into account. Bar and concrete stress-strain relations, the bond stress-slip relation and the shear stress-strain relation and, also, their cyclic behaviors are adopted as known specifications. In the modeling, each frame is divided into two types of JOINT ELEMENT and beam-column element. The effect of BOND-SLIP has been considered in the formulation of a beam-column element by replacing the perfect bond assumption from the fiber analysis method. JOINT ELEMENTs are formulated upon major behaviors including the pull-out of embedded longitudinal bars, shear and flexural deformation of joint panels and shear slip in interface sections between joints and neighboring elements. The reliability of the method has been assessed through a comparison of numerical and experimental results for a variety of specimens tested under cyclic loading. A good agreement between experimental and analytical results is obtained for both cases of strength and stiffness during the analysis.

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APA: Copy

HASHEMI, S.SH., TASNIMI, A.A., & SOLTANI, M.. (2009). NONLINEAR CYCLIC ANALYSIS OF REINFORCED CONCRETE FRAMES, UTILIZING NEW JOINT ELEMENT. SCIENTIA IRANICA, 16(6 (TRANSACTION A: CIVIL ENGINEERING)), 490-501. SID. https://sid.ir/paper/289876/en

Vancouver: Copy

HASHEMI S.SH., TASNIMI A.A., SOLTANI M.. NONLINEAR CYCLIC ANALYSIS OF REINFORCED CONCRETE FRAMES, UTILIZING NEW JOINT ELEMENT. SCIENTIA IRANICA[Internet]. 2009;16(6 (TRANSACTION A: CIVIL ENGINEERING)):490-501. Available from: https://sid.ir/paper/289876/en

IEEE: Copy

S.SH. HASHEMI, A.A. TASNIMI, and M. SOLTANI, “NONLINEAR CYCLIC ANALYSIS OF REINFORCED CONCRETE FRAMES, UTILIZING NEW JOINT ELEMENT,” SCIENTIA IRANICA, vol. 16, no. 6 (TRANSACTION A: CIVIL ENGINEERING), pp. 490–501, 2009, [Online]. Available: https://sid.ir/paper/289876/en

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