Study of the behavior of bridges under seismic loads considering soil-structure interaction
Abstract
This work deals with the seismic stability of bridges considering the soil structure interaction, which is one of the most important phenomena in the field of earthquake engineering that can influence the behavior of the structure and thus its vulnerability. The main objective of this study is to see the influence of soil-structure interaction on the linear dynamic behavior of structures using two modeling approaches of the surrounding soil applied to the case of the viaduct 185.1 OA Bouira (Algeria). A second objective is to highlight the impact on the seismic response, when using different dynamic analysis methods, for the evaluation of the seismic behavior of concrete structures with boundary conditions applied as rigid or flexible to their foundations. The numerical simulation, carried out by using SAP2000 and based on dynamic computing finite element model, allowed to analyze soil-structure systems considering the effects of interaction by the response spectra method and the time history analysis. A parametric study was conducted to better understand the dynamic behavior of the bridge.References
Chopra, A.K. (1995) Dynamic of structures theory and application to Earthquake Engineering. Prentice Hall. Second edition, 833 pages.
Clough, R.W., J. Penzien (2003) Dynamics of structures. Computers & Structures Inc. Berkeley, CA94704, 730 pages.
Frank, R. (2014) Eurocode7 on Geotechnical design: a code for soil‐structure interaction. Journal of applied engineering science & technology 1(1): 1-10.
Grange, S. (2008) Modélisation simplifiée 3D de l’interaction sol-structure : application au génie parasismique. Thèse de doctorat de l’Institut Polytechnique de Grenoble.
Hatzigeorgiou, G.D., D.E. Beskos, D.D. Teodorakopoulos, M. Sfakianakis (1999) Static and dynamic analysis of the Arta bridge by finite elements. Architecture & Civil Engineering 2(1): 4-51.
Kausel, E., R.V. Whitman, J.P. Murray, F. Elsabee (1978) The spring method for embedded foundations. Nuclear Engineering and design 48(2): 377-392.
Kawashima, K, H. Nagashima, S. Masumoto, K. Hara (1994) Response analysis of Miyagawa bridge based on a measured acceleration record. Journal of structural engineering 40: 203-227.
Li, T., Z. Zhang, L. Shi (2009) Influences of Pile-Soil-Structure Interaction on Seismic Response of Self- Anchored Suspension Bridge. The Electronic Journal of Geotechnical Engineering 14: 1-12.
Matsagar, V.A., R. S. Jangid (2006) Seismic Response of Simply Supported Base-Isolated Bridge with Different Isolators. International Journal of Applied Science and Engineering 4(1): 53-69.
Mellal, A., S. Commend, F. Geiser (2007) 3D Finite Element Sismic Analyses of Bridges and Dams. Numerical Models in Geomechanics, London, ISBN 978-0-415-44027-1.
Munirudrappa, N., H.N.D. Lyengar (1999) Dynamic analysis of continuous span highway bridge. ISET Journal of Earthquake Technology 36(1) 73-84.
Mwafy, A.M., O.S. Kwon, A.S. Elnashai (2008) Inelastic seismic response of a 59-Span bridge with soil-structure interaction. The 14th World Conference on Earthquake Engineering, Oct 12-17 2008, Beijing, China.
Pecker, A. (1984) Dynamique des sols. Presses de l’Ecole Nationale des Pont et Chaussées.
Priestley, M.J.N., F. Seible, G.M. Calvi (1996) Seismic design and retrofit of bridges. John Wiley & Sons, ISBN: 978-0-471-57998-4, 704 pages.
Rober, K. Dowell (2004) Seismic analysis of the Sylmar Interstate 5 and Highway 14 Connector Bridge. Proceedings of SMIP04 Seminar on Utilization of Strong-Motion Data. May 17, 2004. Sacramento, California., 41-60.
Tongaokar, N.P., R.S. Jangid (1998) Seismic response of bridges with sliding isolation devices. ISET Journal of Earthquake Technology 35(1-3): 9-27.
Wolf, J. P. (1988) Soil Structure Interaction Analysis in time domain. Prentice Hall International Series, Englewood Cliffs, New Jersey.
Clough, R.W., J. Penzien (2003) Dynamics of structures. Computers & Structures Inc. Berkeley, CA94704, 730 pages.
Frank, R. (2014) Eurocode7 on Geotechnical design: a code for soil‐structure interaction. Journal of applied engineering science & technology 1(1): 1-10.
Grange, S. (2008) Modélisation simplifiée 3D de l’interaction sol-structure : application au génie parasismique. Thèse de doctorat de l’Institut Polytechnique de Grenoble.
Hatzigeorgiou, G.D., D.E. Beskos, D.D. Teodorakopoulos, M. Sfakianakis (1999) Static and dynamic analysis of the Arta bridge by finite elements. Architecture & Civil Engineering 2(1): 4-51.
Kausel, E., R.V. Whitman, J.P. Murray, F. Elsabee (1978) The spring method for embedded foundations. Nuclear Engineering and design 48(2): 377-392.
Kawashima, K, H. Nagashima, S. Masumoto, K. Hara (1994) Response analysis of Miyagawa bridge based on a measured acceleration record. Journal of structural engineering 40: 203-227.
Li, T., Z. Zhang, L. Shi (2009) Influences of Pile-Soil-Structure Interaction on Seismic Response of Self- Anchored Suspension Bridge. The Electronic Journal of Geotechnical Engineering 14: 1-12.
Matsagar, V.A., R. S. Jangid (2006) Seismic Response of Simply Supported Base-Isolated Bridge with Different Isolators. International Journal of Applied Science and Engineering 4(1): 53-69.
Mellal, A., S. Commend, F. Geiser (2007) 3D Finite Element Sismic Analyses of Bridges and Dams. Numerical Models in Geomechanics, London, ISBN 978-0-415-44027-1.
Munirudrappa, N., H.N.D. Lyengar (1999) Dynamic analysis of continuous span highway bridge. ISET Journal of Earthquake Technology 36(1) 73-84.
Mwafy, A.M., O.S. Kwon, A.S. Elnashai (2008) Inelastic seismic response of a 59-Span bridge with soil-structure interaction. The 14th World Conference on Earthquake Engineering, Oct 12-17 2008, Beijing, China.
Pecker, A. (1984) Dynamique des sols. Presses de l’Ecole Nationale des Pont et Chaussées.
Priestley, M.J.N., F. Seible, G.M. Calvi (1996) Seismic design and retrofit of bridges. John Wiley & Sons, ISBN: 978-0-471-57998-4, 704 pages.
Rober, K. Dowell (2004) Seismic analysis of the Sylmar Interstate 5 and Highway 14 Connector Bridge. Proceedings of SMIP04 Seminar on Utilization of Strong-Motion Data. May 17, 2004. Sacramento, California., 41-60.
Tongaokar, N.P., R.S. Jangid (1998) Seismic response of bridges with sliding isolation devices. ISET Journal of Earthquake Technology 35(1-3): 9-27.
Wolf, J. P. (1988) Soil Structure Interaction Analysis in time domain. Prentice Hall International Series, Englewood Cliffs, New Jersey.
Published
2015-03-20
How to Cite
BAHEDDI, Mohamed; YOUB, Youcef.
Study of the behavior of bridges under seismic loads considering soil-structure interaction.
Journal of Applied Engineering Science & Technology, [S.l.], v. 1, n. 2, p. 71-77, mar. 2015.
ISSN 2571-9815.
Available at: <https://revues.univ-biskra.dz/index.php/jaest/article/view/1252>. Date accessed: 26 apr. 2024.
Issue
Section
Section C: Geotechnical and Civil Engineering
Keywords
Viaduct, Dynamic Analysis, Soil-Structure Interaction, Spring Model, Finite element Model
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