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M. Domaneschi, L. Martinelli, F. Perotti, M. Tomasin, "The Effects of Foundation Rotational Excitation on a Cable Stayed Bridge subject to Seismic Loading", 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 156, 2015. doi:10.4203/ccp.108.156

Keywords: earthquake, cable-stayed bridge, rotational components.

Summary

This paper is concerned with the evaluation of the effects of earthquake excited rotational components of foundation motion in structures having tall structural members. The case study, presented in the paper, is a cable-supported bridge, previously studied within a simpler representation of the seismic ground motion. The study has been developed at the numerical level using a bridge finite element model that is a refined version of a well-known model part of an international benchmark for structural control.

The effects of the rotational components of the earthquake ground motion could lead to an amplification of the bridge seismic response. Assessment of the extent is part of this research work.

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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 156 The Effects of Foundation Rotational Excitation on a Cable Stayed Bridge subject to Seismic Loading M. Domaneschi, L. Martinelli, F. Perotti and M. Tomasin Department of Civil and Environmental Engineering, Politecnico di Milano, Italy doi:10.4203/ccp.108.156 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Domaneschi, L. Martinelli, F. Perotti, M. Tomasin, "The Effects of Foundation Rotational Excitation on a Cable Stayed Bridge subject to Seismic Loading", 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 156, 2015. doi:10.4203/ccp.108.156 Keywords: earthquake, cable-stayed bridge, rotational components. Summary This paper is concerned with the evaluation of the effects of earthquake excited rotational components of foundation motion in structures having tall structural members. The case study, presented in the paper, is a cable-supported bridge, previously studied within a simpler representation of the seismic ground motion. The study has been developed at the numerical level using a bridge finite element model that is a refined version of a well-known model part of an international benchmark for structural control. The effects of the rotational components of the earthquake ground motion could lead to an amplification of the bridge seismic response. Assessment of the extent is part of this research work. 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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