NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE FRAMES, USING FORCE BASED METHOD

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VALIPOUR GOUDARZI H.R.; KERAMATI A.

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Journal: AMIRKABIR Year:2005 | Volume:16 | Issue:62-C Page(s): 93-102

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Information Journal Paper

Title

NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE FRAMES, USING FORCE BASED METHOD

Author(s)

VALIPOUR GOUDARZI H.R. | KERAMATI A. | Issue Writer Certificate

Keywords

REINFORCED CONCRETE FRAMESQ3

NONLINEAR STATIC ANALYSISQ2

FLEXIBILITY MATRIXQ4

NAVIER- BERNOULLI THEORYQ4

Abstract

This paper presents a force (flexibility) based formulation for NONLINEAR STATIC ANALYSIS of reinforced concrete plane frames. Nonlinear behavior of concrete and steel fibers based on a simple one-dimensional constitutive law is considered. NAVIER- BERNOULLI THEORY is accepted in different sections and the effect of bond-slip is, thus, neglected. The section flexibility and stiffness matrices are extracted by direct integration of tangential modulus of materials all over the sections. Flexibility, stiffness and residual force vector of elements are estimated, using principle of virtual work and based on a force (flexibility) formulation. An iterative algorithm used to satisfy the proposed convergence criterion. Presented samples show accuracy and efficiency of the proposed method in contrast to other existing numerical and experimental results.

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APA: Copy

VALIPOUR GOUDARZI, H.R., & KERAMATI, A.. (2005). NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE FRAMES, USING FORCE BASED METHOD. AMIRKABIR, 16(62-C), 93-102. SID. https://sid.ir/paper/941/en

Vancouver: Copy

VALIPOUR GOUDARZI H.R., KERAMATI A.. NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE FRAMES, USING FORCE BASED METHOD. AMIRKABIR[Internet]. 2005;16(62-C):93-102. Available from: https://sid.ir/paper/941/en

IEEE: Copy

H.R. VALIPOUR GOUDARZI, and A. KERAMATI, “NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE FRAMES, USING FORCE BASED METHOD,” AMIRKABIR, vol. 16, no. 62-C, pp. 93–102, 2005, [Online]. Available: https://sid.ir/paper/941/en

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