[1] M. Lou, H. Wang, X. Chen, and Y. Zhai, "Structure–soil–structure interaction: Literature review," Soil Dynamics and Earthquake Engineering, vol. 31, no. 12, pp. 1724-1731, 2011.
[2] J. Knappett et al., "Structure-soil-structure interaction in changing urban areas," in Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions: CRC Press, 2019, pp. 35-48.
[3] K. Pitilakis, G. Tsinidis, A. Leanza, and M. Maugeri, "Seismic behaviour of circular tunnels accounting for above ground structures interaction effects," Soil Dynamics and Earthquake engineering, vol. 67, pp. 1-15, 2014.
[4] G. Abate and M. R. Massimino, "Parametric analysis of the seismic response of coupled tunnel–soil–aboveground building systems by numerical modelling," Bulletin of Earthquake Engineering, vol. 15, no. 1, pp. 443-467, 2017.
[5] H. F. Wang, M. L. Lou, and R. L. Zhang, "Influence of presence of adjacent surface structure on seismic response of underground structure," Soil Dynamics and Earthquake Engineering, vol. 100, pp. 131-143, 2017.
[6] Y. Miao, Y. Zhong, B. Ruan, K. Cheng, and G. Wang, "Seismic response of a subway station in soft soil considering the structure-soil-structure interaction," Tunnelling Underground Space Technology, vol. 106, p. 103629, 2020.
[7] H. Alielahi and D. Feizi, "Numerical study on dynamic effects of soil-tunnel-structure interaction," International Journal of Civil Engineering, vol. 19, no. 11, pp. 1339-1355, 2021.
[8] H. F. Wang, "Structure-soil-structure interaction between underground structure and surface structure," in Earthquakes-forecast, prognosis earthquake resistant construction, 2018.
[9] G. Wang, M. Yuan, Y. Miao, J. Wu, and Y. Wang, "Experimental study on seismic response of underground tunnel-soil-surface structure interaction system," Tunnelling and Underground Space Technology, vol. 76, pp. 145-159, 2018.
[10] A. Achouri and M. N. Amrane, "Effect of structures density and tunnel depth on the tunnel-soil-structures dynamical interaction," Pollack Periodica, vol. 15, no. 1, pp. 91-102, 2020.
[11] A. Achouri and M. N. Amrane, "Effects of the superficial layer overlying a half-space on the tunnel-soil-RC building dynamical interaction," International Journal of Structural Engineering, vol. 11, no. 3, pp. 270-293, 2021.
[12] H. F. Wang, M. L. Lou, X. Chen, and Y. M. Zhai, "Structure–soil–structure interaction between underground structure and ground structure," Soil Dynamics and Earthquake Engineering, vol. 54, pp. 31-38, 2013.
[13] M. Ada and Y. Ayvaz, "The Structure-Soil-Structure Interaction Effects on the Response of the Neighbouring Frame Structures," Latin American Journal of Solids Structures, vol. 16, no. 8, pp. 1-19, 2019.
[14] H. F. Wang, "Discussion of” The Structure-Soil-Structure Interaction Effects on the Response of the Neighbouring Frame Structures”," Latin American Journal of Solids Structures, vol. 17, 2020.
[15] Z. F. Al-Farhan, M. A. Al-Obaydi, and Q. N. Al-Saffar, "Tunnel-Soil-Structure Interaction Under Seismic Load," presented at the Geotechnical Engineering and Sustainable Construction: Sustainable Geotechnical Engineering, 2022.
[16] H.-J. Kim, J.-H. Park, and Y.-S. J. J. o. T. K. S. o. S. Shin, "Dynamic Analysis of Tunnel Structures Considering Soil-Structure Interaction," Journal of The Korean Society of Safety, vol. 20, no. 1, pp. 101-106, 2005.
[17] A. Rostami, "Effects of tunnel-soil-structure interaction and tunnel location on the seismic response of steel structures," 2019.
[18] C. Bolisetti, Site response, soil-structure interaction and structure-soil-structure interaction for performance assessment of buildings and nuclear structures. State University of New York at Buffalo, 2015.
[19] S. Ritter, "Experiments in tunnel-soil-structure interaction," University of Cambridge, 2018.
[20] R. B. J. Brinkgreve, PLAXIS 2D Scientific Manual, 8 ed. Tokyo: Balkema, 2003.
[21] H. M. Hilber, T. J. Hughes, and R. L. Taylor, "Improved numerical dissipation for time integration algorithms in structural dynamics," Earthquake Engineering and Structural Dynamics, vol. 5, no. 3, pp. 283-292, 1977.
[22] J. Lysmer and R. L. Kuhlemeyer, "Finite dynamic model for infinite media," Journal of the Engineering Mechanics Division, vol. 95, no. 4, pp. 859-878, 1969.
[23] O. Von Estorff and M. Firuziaan, "Coupled BEM/FEM approach for nonlinear soil/structure interaction," Engineering Analysis with Boundary Elements, vol. 24, no. 10, pp. 715-725, 2000.
[24] O. Von Estorff, A. Stamos, D. Beskos, and H. Antes, "Dynamic interaction effects in underground traffic systems," Engineering Analysis with Boundary Elements, vol. 8, no. 4, pp. 167-175, 1991.
[25] RPA99/v2003, Algerian Earthquake Resistant Regulations. Algiers: Ministry of Housing and Urban Development, 2003.
Tunnel-Soil-Structures Interaction Effect due to Seismic Loading
[1] M. Lou, H. Wang, X. Chen, and Y. Zhai, "Structure–soil–structure interaction: Literature review," Soil Dynamics and Earthquake Engineering, vol. 31, no. 12, pp. 1724-1731, 2011.
[2] J. Knappett et al., "Structure-soil-structure interaction in changing urban areas," in Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions: CRC Press, 2019, pp. 35-48.
[3] K. Pitilakis, G. Tsinidis, A. Leanza, and M. Maugeri, "Seismic behaviour of circular tunnels accounting for above ground structures interaction effects," Soil Dynamics and Earthquake engineering, vol. 67, pp. 1-15, 2014.
[4] G. Abate and M. R. Massimino, "Parametric analysis of the seismic response of coupled tunnel–soil–aboveground building systems by numerical modelling," Bulletin of Earthquake Engineering, vol. 15, no. 1, pp. 443-467, 2017.
[5] H. F. Wang, M. L. Lou, and R. L. Zhang, "Influence of presence of adjacent surface structure on seismic response of underground structure," Soil Dynamics and Earthquake Engineering, vol. 100, pp. 131-143, 2017.
[6] Y. Miao, Y. Zhong, B. Ruan, K. Cheng, and G. Wang, "Seismic response of a subway station in soft soil considering the structure-soil-structure interaction," Tunnelling Underground Space Technology, vol. 106, p. 103629, 2020.
[7] H. Alielahi and D. Feizi, "Numerical study on dynamic effects of soil-tunnel-structure interaction," International Journal of Civil Engineering, vol. 19, no. 11, pp. 1339-1355, 2021.
[8] H. F. Wang, "Structure-soil-structure interaction between underground structure and surface structure," in Earthquakes-forecast, prognosis earthquake resistant construction, 2018.
[9] G. Wang, M. Yuan, Y. Miao, J. Wu, and Y. Wang, "Experimental study on seismic response of underground tunnel-soil-surface structure interaction system," Tunnelling and Underground Space Technology, vol. 76, pp. 145-159, 2018.
[10] A. Achouri and M. N. Amrane, "Effect of structures density and tunnel depth on the tunnel-soil-structures dynamical interaction," Pollack Periodica, vol. 15, no. 1, pp. 91-102, 2020.
[11] A. Achouri and M. N. Amrane, "Effects of the superficial layer overlying a half-space on the tunnel-soil-RC building dynamical interaction," International Journal of Structural Engineering, vol. 11, no. 3, pp. 270-293, 2021.
[12] H. F. Wang, M. L. Lou, X. Chen, and Y. M. Zhai, "Structure–soil–structure interaction between underground structure and ground structure," Soil Dynamics and Earthquake Engineering, vol. 54, pp. 31-38, 2013.
[13] M. Ada and Y. Ayvaz, "The Structure-Soil-Structure Interaction Effects on the Response of the Neighbouring Frame Structures," Latin American Journal of Solids Structures, vol. 16, no. 8, pp. 1-19, 2019.
[14] H. F. Wang, "Discussion of” The Structure-Soil-Structure Interaction Effects on the Response of the Neighbouring Frame Structures”," Latin American Journal of Solids Structures, vol. 17, 2020.
[15] Z. F. Al-Farhan, M. A. Al-Obaydi, and Q. N. Al-Saffar, "Tunnel-Soil-Structure Interaction Under Seismic Load," presented at the Geotechnical Engineering and Sustainable Construction: Sustainable Geotechnical Engineering, 2022.
[16] H.-J. Kim, J.-H. Park, and Y.-S. J. J. o. T. K. S. o. S. Shin, "Dynamic Analysis of Tunnel Structures Considering Soil-Structure Interaction," Journal of The Korean Society of Safety, vol. 20, no. 1, pp. 101-106, 2005.
[17] A. Rostami, "Effects of tunnel-soil-structure interaction and tunnel location on the seismic response of steel structures," 2019.
[18] C. Bolisetti, Site response, soil-structure interaction and structure-soil-structure interaction for performance assessment of buildings and nuclear structures. State University of New York at Buffalo, 2015.
[19] S. Ritter, "Experiments in tunnel-soil-structure interaction," University of Cambridge, 2018.
[20] R. B. J. Brinkgreve, PLAXIS 2D Scientific Manual, 8 ed. Tokyo: Balkema, 2003.
[21] H. M. Hilber, T. J. Hughes, and R. L. Taylor, "Improved numerical dissipation for time integration algorithms in structural dynamics," Earthquake Engineering and Structural Dynamics, vol. 5, no. 3, pp. 283-292, 1977.
[22] J. Lysmer and R. L. Kuhlemeyer, "Finite dynamic model for infinite media," Journal of the Engineering Mechanics Division, vol. 95, no. 4, pp. 859-878, 1969.
[23] O. Von Estorff and M. Firuziaan, "Coupled BEM/FEM approach for nonlinear soil/structure interaction," Engineering Analysis with Boundary Elements, vol. 24, no. 10, pp. 715-725, 2000.
[24] O. Von Estorff, A. Stamos, D. Beskos, and H. Antes, "Dynamic interaction effects in underground traffic systems," Engineering Analysis with Boundary Elements, vol. 8, no. 4, pp. 167-175, 1991.
[25] RPA99/v2003, Algerian Earthquake Resistant Regulations. Algiers: Ministry of Housing and Urban Development, 2003.
Achourı, A., & Amrane, M. N. (2023). Tunnel-Soil-Structures Interaction Effect due to Seismic Loading. Bayburt Üniversitesi Fen Bilimleri Dergisi, 6(1), 30-38. https://doi.org/10.55117/bufbd.1193052
AMA
Achourı A, Amrane MN. Tunnel-Soil-Structures Interaction Effect due to Seismic Loading. Bayburt Üniversitesi Fen Bilimleri Dergisi. Haziran 2023;6(1):30-38. doi:10.55117/bufbd.1193052
Chicago
Achourı, Abderrahim, ve Mohamed Nadir Amrane. “Tunnel-Soil-Structures Interaction Effect Due to Seismic Loading”. Bayburt Üniversitesi Fen Bilimleri Dergisi 6, sy. 1 (Haziran 2023): 30-38. https://doi.org/10.55117/bufbd.1193052.
EndNote
Achourı A, Amrane MN (01 Haziran 2023) Tunnel-Soil-Structures Interaction Effect due to Seismic Loading. Bayburt Üniversitesi Fen Bilimleri Dergisi 6 1 30–38.
IEEE
A. Achourı ve M. N. Amrane, “Tunnel-Soil-Structures Interaction Effect due to Seismic Loading”, Bayburt Üniversitesi Fen Bilimleri Dergisi, c. 6, sy. 1, ss. 30–38, 2023, doi: 10.55117/bufbd.1193052.
ISNAD
Achourı, Abderrahim - Amrane, Mohamed Nadir. “Tunnel-Soil-Structures Interaction Effect Due to Seismic Loading”. Bayburt Üniversitesi Fen Bilimleri Dergisi 6/1 (Haziran 2023), 30-38. https://doi.org/10.55117/bufbd.1193052.
JAMA
Achourı A, Amrane MN. Tunnel-Soil-Structures Interaction Effect due to Seismic Loading. Bayburt Üniversitesi Fen Bilimleri Dergisi. 2023;6:30–38.
MLA
Achourı, Abderrahim ve Mohamed Nadir Amrane. “Tunnel-Soil-Structures Interaction Effect Due to Seismic Loading”. Bayburt Üniversitesi Fen Bilimleri Dergisi, c. 6, sy. 1, 2023, ss. 30-38, doi:10.55117/bufbd.1193052.
Vancouver
Achourı A, Amrane MN. Tunnel-Soil-Structures Interaction Effect due to Seismic Loading. Bayburt Üniversitesi Fen Bilimleri Dergisi. 2023;6(1):30-8.