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P. Sozonov¹, R. Pucinotti², N. Tondini³, O.S. Bursi³ and G. Zanon³

¹Department of Building Constructions, Irkutsk State Technical University, Russia
²Department of Architectural and Urban Patrimony, Mediterranean University of Reggio Calabria, Italy
³Department of Civil, Environmental and Mechanical Engineering, University of Trento, Italy

doi:10.4203/ccp.106.168

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P. Sozonov, R. Pucinotti, N. Tondini, O.S. Bursi, G. Zanon, "Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 168, 2014. doi:10.4203/ccp.106.168

Keywords: probabilistic analysis, seismic engineering, three-dimensional structure, high strength steel, moment resisting frame, reinforced shear walls, ground motion incident angle..

Summary

This paper presents the results of a probabilistic seismic demand analysis performed on a three-dimensional steel-concrete composite structure composed of two different types of lateral resisting systems in the two principal directions: i) a series of a newly conceived moment resisting frame typology composed of high-strength steel circular columns filled with concrete and mild steel beams; ii) a set of ductile reinforced concrete shear walls. The probabilistic analysis relied on the cloud analysis method that entailed the selection of a ground motion scenario representative of the Italian territory sorted according to magnitude and distance from the epicentre. The variation of the ground motion incident angle was also taken into account. Moreover, a comprehensive comparison in terms of fragility curves with a plane two-dimensional model of the moment resisting frame is presented.

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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: 106 PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: Paper 168 Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure P. Sozonov¹, R. Pucinotti², N. Tondini³, O.S. Bursi³ and G. Zanon³ ¹Department of Building Constructions, Irkutsk State Technical University, Russia ²Department of Architectural and Urban Patrimony, Mediterranean University of Reggio Calabria, Italy ³Department of Civil, Environmental and Mechanical Engineering, University of Trento, Italy doi:10.4203/ccp.106.168 purchase the full-text of this paper Full Bibliographic Reference for this paper P. Sozonov, R. Pucinotti, N. Tondini, O.S. Bursi, G. Zanon, "Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 168, 2014. doi:10.4203/ccp.106.168 Keywords: probabilistic analysis, seismic engineering, three-dimensional structure, high strength steel, moment resisting frame, reinforced shear walls, ground motion incident angle.. Summary This paper presents the results of a probabilistic seismic demand analysis performed on a three-dimensional steel-concrete composite structure composed of two different types of lateral resisting systems in the two principal directions: i) a series of a newly conceived moment resisting frame typology composed of high-strength steel circular columns filled with concrete and mild steel beams; ii) a set of ductile reinforced concrete shear walls. The probabilistic analysis relied on the cloud analysis method that entailed the selection of a ground motion scenario representative of the Italian territory sorted according to magnitude and distance from the epicentre. The variation of the ground motion incident angle was also taken into account. Moreover, a comprehensive comparison in terms of fragility curves with a plane two-dimensional model of the moment resisting frame is presented. 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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