[1] Pitilakis, K.,Tsinidis, G., Leanza, A., and Maugeri, M. Seismic behavior of circular tunnels accounting for above ground structures interaction effects. Soil Dynamics and Earthquake Engineering, 67, 2014, 1–15.
[2] Zhou, Z., and Hu, H. Seismic response of building structure near tunnel. Matec Web of Conferences, 95, 2017, 03012.
[3] Wang, G., Yuan, M., Miao, Y., Wu, J., and Wang, Y. Experimental study on seismic response of underground tunnel-soil-surface structure interaction system. Tunneling and Underground Space Technology, 76, 2018, 145–159.
[4] Abate, G., and Massimino, M. R. Numerical modeling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy). Bulletin of Earthquake Engineering, 15 (1), 2016, 469–491.
[5] Wang, G., Yuan, M., Ma, X., and Wu, J. Numerical study on the seismic response of the underground subway station- surrounding soil mass-ground adjacent building system. Frontiers of Structural and Civil Engineering, 11(4), 2017, 424–435.
[6] Heama, N., Jongpradist, P., Lueprasert, P., and Suwansawat, S. Investigation on pile-soil-tunnel interaction due to adjacent loaded pile row by 3D FEM. MATEC Web of Conferences, 192, 2018, 02051.
[7] Rostami, A., Moghadam, A. S., Hosseini, M., and Asghari, N. Evaluation of Formation of Plastic Hinge and Seismic Behavior of Steel Structures Due to Soil - Structure - Tunnel Interaction. Journal of Earthquake and Tsunami, 14(3) ,2019, 2050014.
[8] Shoja, E. and Alielahi, H. An Investigation of the Seismic Interaction of Surface Foundations and Underground Cavities Using Finite Element Method. International Journal of Engineering, 33, 2020, 1721-1730.
[9] Mayoral, J. M., and Mosqueda, G. Seismic interaction of tunnel-building systems on soft clay. Soil Dynamics and Earthquake Engineering, 139, 2020, 106419.
[10] Mirhabibi, A., Soroush, A. Three-Dimensional Simulation of Interaction Between Surface Buildings and Twin Tunnelling Regarding the Surface Settlement. Geotech Geol Eng, 38, 2020, 5143–5166.
[11] Miao, Y., Zhong, Y., Ruan, B., Cheng, K., and Wang, G. Seismic response of a subway station in soft soil considering the structure-soil-structure interaction. Tunnelling and Underground Space Technology, 106, 2020, 103629.
[12] Xu, J., Franza, A., Marshall, A. M., Losacco, N., and Boldini, D. Tunnel-framed building interaction: comparison between raft and separate footing foundations. Geotechnique, 2020, 1–38.
[13] Li, W., and Chen, Q. Seismic damage evaluation of an entire underground subway system in dense urban areas by 3D FE simulation. Tunnelling and Underground Space Technology, 99, 2020, 103351.
[14] Yeganeh, N., Bolouri-Bazaz, J., Akhtarpour, A. Seismic analysis of the soil-structure interaction for a high rise building adjacent to deep excavation. Soil Dynamics and Earthquake Engineering, 79, 2015, 149-170.
[15] Alielahi, M., Ramazani, M. Evaluation of Earthquake Magnification Pattern in Buildings Located on Boxed Underground Structures Journal of Earthquake Engineering, pp, 2016, 1-3. (in Persian(
[16] Rabeti Moghadam, M., and Baziar, M. H. Seismic ground motion amplification pattern induced by a subway tunnel: Shaking table testing and numerical simulation. Soil Dynamics and Earthquake Engineering, 83, 2016, 81–97.
[17] Yiouta-Mitra, P., Kouretzis, G., Bouckovalas, G., and Sofianos, A. Effect of underground structures in earthquake resistant design of surface structures. In Dynamic Response and Soil Properties, 2007, 1-10.
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