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M.A. Shayanfar and R. Saleh Jalali

Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran

doi:10.4203/ccp.59.7.2

M.A. Shayanfar, R. Saleh Jalali, "Nonlinear Analysis of Experimental RC Shear Walls", in B.H.V. Topping, B. Kumar, (Editors), "Developments in Analysis and Design using Finite Element Methods", Civil-Comp Press, Edinburgh, UK, pp 187-195, 1999. doi:10.4203/ccp.59.7.2

Abstract

In this paper eight shear walls specimens tested experimentally by different researchers were modeled using the nonlinear finite element program called HODA. The models were loaded under monotonically increasing static loads until failure and the analytical results including the load-displacement and load-strain characteristics. crack pattern. failure load and mode of failure are compared with the experimental data were available. The correlation studies show good agreement between the analytical and the experimental findings.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 59 DEVELOPMENTS IN ANALYSIS AND DESIGN USING FINITE ELEMENT METHODS Edited by: B.H.V. Topping and B. Kumar Paper VII.2 Nonlinear Analysis of Experimental RC Shear Walls M.A. Shayanfar and R. Saleh Jalali Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran doi:10.4203/ccp.59.7.2 purchase the full-text of this paper Full Bibliographic Reference for this paper M.A. Shayanfar, R. Saleh Jalali, "Nonlinear Analysis of Experimental RC Shear Walls", in B.H.V. Topping, B. Kumar, (Editors), "Developments in Analysis and Design using Finite Element Methods", Civil-Comp Press, Edinburgh, UK, pp 187-195, 1999. doi:10.4203/ccp.59.7.2 Abstract In this paper eight shear walls specimens tested experimentally by different researchers were modeled using the nonlinear finite element program called HODA. The models were loaded under monotonically increasing static loads until failure and the analytical results including the load-displacement and load-strain characteristics. crack pattern. failure load and mode of failure are compared with the experimental data were available. The correlation studies show good agreement between the analytical and the experimental findings. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £74 +P&P)
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