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, "Statistical Analysis of the Load Slip Behaviour in Timber-Concrete Connections", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 166, 2013. doi:10.4203/ccp.102.166

Keywords: connections, timber-concrete, probabilistic distribution, composite.

Summary

Mathematical models are proposed to describe the load-slip behavior of connections, for material non-linear analysis and reliability analysis of timber-concrete composite structures. The models were fitted to the load-slip curves available. The obtained parameters were treated to evaluate the most adequate statistical distributions in each case. The results obtained clearly show that is possible to obtain good descriptions, with most of the proposed models. Furthermore, adequate solutions are available with an exponential three parameter model for four of the five connection types studied. The statistical analysis showed that the most of the parameter distributions are either normal or log-normal.

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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: 102 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: Paper 166 Statistical Analysis of the Load Slip Behaviour in Timber-Concrete Connections A.M.P.G. Dias, A.R.D. Martins and L.M.C. Simões Department of Civil Engineering, University of Coimbra, Portugal doi:10.4203/ccp.102.166 purchase the full-text of this paper Full Bibliographic Reference for this paper , "Statistical Analysis of the Load Slip Behaviour in Timber-Concrete Connections", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 166, 2013. doi:10.4203/ccp.102.166 Keywords: connections, timber-concrete, probabilistic distribution, composite. Summary Mathematical models are proposed to describe the load-slip behavior of connections, for material non-linear analysis and reliability analysis of timber-concrete composite structures. The models were fitted to the load-slip curves available. The obtained parameters were treated to evaluate the most adequate statistical distributions in each case. The results obtained clearly show that is possible to obtain good descriptions, with most of the proposed models. Furthermore, adequate solutions are available with an exponential three parameter model for four of the five connection types studied. The statistical analysis showed that the most of the parameter distributions are either normal or log-normal. 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 £65 +P&P)
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