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L. Pani, M. Valdes, C. Armas, G. Concu, "Tenso-Deformative Behaviour of Reinforced Precast Concrete-Polystyrene Sandwich Panels", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 174, 2013. doi:10.4203/ccp.102.174

Keywords: precast sandwich panels, lightly reinforced concrete, mechanical properties, seismic behavior, numerical analysis.

Summary

In order to comprehend the actual seismic behaviour of structures realized with new constructive technologies, a wide experimental programme has been carried out on lightly reinforced precast concrete - polystyrene sandwich panels, composed of a sheet of structural expanded polystyrene 160 mm thick inserted between two grids of galvanized and electro welded steel wire, completed by spraying concrete to form a composite structure. Experimental tests have been carried out on 16 panels set in the vertical position, in-plane loaded by constant vertical loads and at the same time subject to a cyclic horizontal concentred load. Results allowed the following parameters to be determined: the first cracking horizontal load, the load-displacement hysteretic curve, the collapse lateral displacement, the resisting shear at the bottom, the resisting moment considering P-delta effect, and the equivalent viscous damping coefficients.

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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 174 Tenso-Deformative Behaviour of Reinforced Precast Concrete-Polystyrene Sandwich Panels L. Pani, M. Valdes, C. Armas and G. Concu Department of Civil, Environmental Engineering and Architectural, University of Cagliari, Italy doi:10.4203/ccp.102.174 purchase the full-text of this paper Full Bibliographic Reference for this paper L. Pani, M. Valdes, C. Armas, G. Concu, "Tenso-Deformative Behaviour of Reinforced Precast Concrete-Polystyrene Sandwich Panels", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 174, 2013. doi:10.4203/ccp.102.174 Keywords: precast sandwich panels, lightly reinforced concrete, mechanical properties, seismic behavior, numerical analysis. Summary In order to comprehend the actual seismic behaviour of structures realized with new constructive technologies, a wide experimental programme has been carried out on lightly reinforced precast concrete - polystyrene sandwich panels, composed of a sheet of structural expanded polystyrene 160 mm thick inserted between two grids of galvanized and electro welded steel wire, completed by spraying concrete to form a composite structure. Experimental tests have been carried out on 16 panels set in the vertical position, in-plane loaded by constant vertical loads and at the same time subject to a cyclic horizontal concentred load. Results allowed the following parameters to be determined: the first cracking horizontal load, the load-displacement hysteretic curve, the collapse lateral displacement, the resisting shear at the bottom, the resisting moment considering P-delta effect, and the equivalent viscous damping coefficients. 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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