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I. Talvik, "Static and Dynamic Finite Element Analysis of Prestressed Cable Nets with Flexible Supports", in B. Kumar, B.H.V. Topping, (Editors), "Computing Developments in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 91-97, 1999. doi:10.4203/ccp.63.4.2

Abstract

The objective of the paper is to present a mathematical model for analysis of prestressed cable structures with flexible contour beam. The proposed numerical procedures are based on a discrete scheme according to the finite element method. Reliable model of the interaction of the flexible contour beam with the cable network enables to achieve more efficient solutions in the design analysis. Geometrical nonlinearity is accounted for in the cable net substructure, contour beam is modelled by linear beam elements. Equations are solved by iterative methods and explicit time integration. The described numerical technique has been employed to model prestressing, static and dynamic behaviour. Theoretical results have been compared to experimental data and used in practical applications.

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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: 63 COMPUTING DEVELOPMENTS IN CIVIL AND STRUCTURAL ENGINEERING Edited by: B. Kumar and B.H.V. Topping Paper IV.2 Static and Dynamic Finite Element Analysis of Prestressed Cable Nets with Flexible Supports I. Talvik Institute of Structural Design, Tallinn Technical University, Tallinn, Estonia doi:10.4203/ccp.63.4.2 purchase the full-text of this paper Full Bibliographic Reference for this paper I. Talvik, "Static and Dynamic Finite Element Analysis of Prestressed Cable Nets with Flexible Supports", in B. Kumar, B.H.V. Topping, (Editors), "Computing Developments in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 91-97, 1999. doi:10.4203/ccp.63.4.2 Abstract The objective of the paper is to present a mathematical model for analysis of prestressed cable structures with flexible contour beam. The proposed numerical procedures are based on a discrete scheme according to the finite element method. Reliable model of the interaction of the flexible contour beam with the cable network enables to achieve more efficient solutions in the design analysis. Geometrical nonlinearity is accounted for in the cable net substructure, contour beam is modelled by linear beam elements. Equations are solved by iterative methods and explicit time integration. The described numerical technique has been employed to model prestressing, static and dynamic behaviour. Theoretical results have been compared to experimental data and used in practical applications. 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 £66 +P&P)
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