Computational Technology Resources - CCP

Paper VII.5

Numerical Modelling for Nonlinear Analysis of Reinforced Concrete Frames with Softening Response

S.E. El-Metwally and T.M. Gheith

Structural Engineering Department, El-Mansoura University, El-Mansoura, Egypt

doi:10.4203/ccp.32.7.5

S.E. El-Metwally, T.M. Gheith, "Numerical Modelling for Nonlinear Analysis of Reinforced Concrete Frames with Softening Response", in B.H.V. Topping, (Editor), "Developments in Computational Techniques for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 183-190, 1995. doi:10.4203/ccp.32.7.5

Abstract

The prediction of frame structures behavior up to and beyond the peak strength requires a nonlinear analysis. The numerical formulation of nonlinear analysis of reinforced concrete frames becomes very challenging because of the structure's response beyond the peak strength (the softening response).

A complete generalized formulation of the nonlinear analysis of reinforced concrete frames is developed, which allows for the prediction of frames response up to the peak strength and beyond well to any required range of deformation, and can employ any material models and any parameters of nonlinearity.

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 £72 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 32 DEVELOPMENTS IN COMPUTATIONAL TECHNIQUES FOR CIVIL ENGINEERING Edited by: B.H.V. Topping Paper VII.5 Numerical Modelling for Nonlinear Analysis of Reinforced Concrete Frames with Softening Response S.E. El-Metwally and T.M. Gheith Structural Engineering Department, El-Mansoura University, El-Mansoura, Egypt doi:10.4203/ccp.32.7.5 purchase the full-text of this paper Full Bibliographic Reference for this paper S.E. El-Metwally, T.M. Gheith, "Numerical Modelling for Nonlinear Analysis of Reinforced Concrete Frames with Softening Response", in B.H.V. Topping, (Editor), "Developments in Computational Techniques for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 183-190, 1995. doi:10.4203/ccp.32.7.5 Abstract The prediction of frame structures behavior up to and beyond the peak strength requires a nonlinear analysis. The numerical formulation of nonlinear analysis of reinforced concrete frames becomes very challenging because of the structure's response beyond the peak strength (the softening response). A complete generalized formulation of the nonlinear analysis of reinforced concrete frames is developed, which allows for the prediction of frames response up to the peak strength and beyond well to any required range of deformation, and can employ any material models and any parameters of nonlinearity. 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 £72 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions