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A. Baratta and I. Corbi

Department of Structural Engineering and Architecture, University of Naples "Federico II", Italy

doi:10.4203/ccp.108.142

A. Baratta, I. Corbi, "Behavior of Secondary Masonry Structural Elements using a Finite Element No Tension Analysis", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 142, 2015. doi:10.4203/ccp.108.142

Keywords: non-structural elements, static operation, no-tension material, modelling, numerical implementation..

Summary

In this paper the problem of properly modeling masonry structural and non-structural elements for reliable forecast of the overall behavior of the structure are addressed. A number of constructions elements are usually not considered in current structural analyses since they are mostly not recognized as having a proper structural function, although they are able to exert a static cooperation to increase the resistance of the building. In this paper more realistic models are introduced to be considered with reference to a more reliable modeling of the masonry material.

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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: 108 PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Paper 142 Behavior of Secondary Masonry Structural Elements using a Finite Element No Tension Analysis A. Baratta and I. Corbi Department of Structural Engineering and Architecture, University of Naples "Federico II", Italy doi:10.4203/ccp.108.142 purchase the full-text of this paper Full Bibliographic Reference for this paper A. Baratta, I. Corbi, "Behavior of Secondary Masonry Structural Elements using a Finite Element No Tension Analysis", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 142, 2015. doi:10.4203/ccp.108.142 Keywords: non-structural elements, static operation, no-tension material, modelling, numerical implementation.. Summary In this paper the problem of properly modeling masonry structural and non-structural elements for reliable forecast of the overall behavior of the structure are addressed. A number of constructions elements are usually not considered in current structural analyses since they are mostly not recognized as having a proper structural function, although they are able to exert a static cooperation to increase the resistance of the building. In this paper more realistic models are introduced to be considered with reference to a more reliable modeling of the masonry material. 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 £75 +P&P)
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