اثر تونل بر پاسخ لرزه‌ای ساختمان بلند مجاور با در نظر گرفتن اندرکنش دینامیکی سیستم ساختمان-خاک-تونل

[1] G. Mylonakis, G. Gazetas, Seismic soil-structure interaction: Beneficial or detrimental?, J. Earthqu. Eng., 4(3) (2000) 277-301.

[2] V. Anand, S.R. Satish Kumar, Seismic Soil-structure Interaction: A State-of-the-Art Review, Structures, 16 (2018) 317-326.

[3] K. Pitilakis, G. Tsinidis, Performance and Seismic Design of Underground Structures, in: M. Maugeri, C. Soccodato (Eds.) Geotechnical, Geological and Earthquake Engineering, 2014, pp. 279-340.

[4] N. Sharma, K. Dasgupta, A. Dey, A state-of-the-art review on seismic SSI studies on building structures, Innov. Infrastruct. Solut., 3(1) (2018).

[5] E. Kausel, Early history of soil-structure interaction, Soil Dynamics and Earthquake Engineering, 30(9) (2010) 822-832.

[6] M.D. Trifunac, Site conditions and earthquake ground motion – A review, Soil Dynamics and Earthquake Engineering, 90 (2016) 88-100.

[7] M. Rabeti Moghadam, M.H. Baziar, 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.

[8] G. Abate, M.R. Massimino, Parametric analysis of the seismic response of coupled tunnel–soil–aboveground building systems by numerical modelling, Bull. Earthquake Engin., 15(1) (2017) 443-467.

[9] G. Abate, M.R. Massimino, Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy), Bull. Earthquake Engin., 15(1) (2017) 469-491.

[10] J.P. Wolf, C. Song, Some cornerstones of dynamic soil-structure interaction, Eng. Struct., 24(1) (2002) 13-28.

[11] S. Liang, Z. Chen, SPH-FEM coupled simulation of SSI for conducting seismic analysis on a rectangular underground structure, Bull. Earthquake Engin., 17(1) (2019) 159-180.

[12] C. Su, T. Baizang, Z. Haiyang, W. Jianning, L. Xiaojun, Z. Kai, Experimental investigation of the seismic response of shallow-buried subway station in liquefied soil, Soil Dynamics and Earthquake Engineering, 136 (2020).

[13] G. Tsinidis, K. Pitilakis, Improved R-F relations for the transversal seismic analysis of rectangular tunnels, Soil Dynamics and Earthquake Engineering, 107 (2018) 48-65.

[14] L. Yan, A. Haider, P. Li, E. Song, A numerical study on the transverse seismic response of lined circular tunnels under obliquely incident asynchronous P and SV waves, Tunn. Undergr. Space Technol., 97 (2020).

[15] Z. Zhong, Y. Shen, M. Zhao, L. Li, X. Du, H. Hao, Seismic fragility assessment of the Daikai subway station in layered soil, Soil Dynamics and Earthquake Engineering, 132 (2020).

[16] S. Dashti, Y.M.A. Hashash, K. Gillis, M. Musgrove, M. Walker, Development of dynamic centrifuge models of underground structures near tall buildings, Soil Dyn. Earthqu. Eng., 86 (2016) 89-105.

[17] F.Y.M.A. Hashash, M.S. Dashti, S.M. Michael Musgrove, K. Gillis, M. Martin Walker, M. Kirk Ellison, S.M.Y.I. Basarah, Influence of tall buildings on seismic response of shallow underground structures, J. Geotech. Geoenviron. Eng., 144(12) (2018).

[18] M.A. Lotfollahi Yaghin, S. Timas, F. Khoshnoudian, Influence of Neigboring Structures on Seismic Behavior of Tunnel, Journal of Computational Methods in Engineering,  (2012). (In Persian)

[19] Y. Miao, Y. Zhong, X. Chen, B. Ruan, Seismic response of SSSI system: Surface structures and subway, Geotech. Res., 6(2) (2018) 69-77.

[20] C. Navarro, Effect of adjoining structures on seismic response of tunnels, Int. J. Numer. Anal. Methods Geomech., 16(11) (1992) 797-814.

[21] K. Pitilakis, G. Tsinidis, A. Leanza, M. Maugeri, Seismic behaviour of circular tunnels accounting for above ground structures interaction effects, Soil Dyn. Earthqu. Eng., 67 (2014) 1-15.

[22] H.F. Wang, M.L. Lou, R.L. Zhang, Influence of presence of adjacent surface structure on seismic response of underground structure, Soil Dynamics and Earthquake Engineering, 100 (2017) 131-143.

[23] J. Guo, J. Chen, A. Bobet, Influence of a subway station on the inter-story drift ratio of adjacent surface structures, Tunn. Undergr. Space Technol., 35 (2013) 8-19.

[24] H.F. Wang, M.L. Lou, X. Chen, Y.M. Zhai, Structure-soil-structure interaction between underground structure and ground structure, Soil Dynamics and Earthquake Engineering, 54 (2013) 31-38.

[25] M.H. Baziar, M. Rabeti Moghadam, D.S. Kim, Y.W. Choo, Effect of underground structure on pga at ground surface considering linear and nonlinear behavior for the soil,  (2014). (In Persian)

[26] M.H. Khalajzadeh, M. Azadi, The Effects of Tunnel Excavation on the Seismic Response of Ground Surface Using Finite Difference Method, Amirkabir Journal of Civil Engineering, 51(1) (2019) 99-108. (In Persian)

[27] M.H. Baziar, M. Rabeti Moghadam, D.S. Kim, Y.W. Choo, Effect of underground tunnel on the ground surface acceleration, Tunn. Undergr. Space Technol., 44 (2014) 10-22.

[28] M.H. Baziar, M. Rabeti Moghadam, D.S. Kim, Y.W. Choo, effect of underground structure lining flexibility on acceleration response at ground surface, sharif: civil enineering,  (2016). (In Persian)

[29] M.H. Baziar, A. Ghalandarzadeh, M. Rabeti Moghadam, Tehran Subway Tunnel Effect on the Seismic Response of the Ground Surface with Linear Soil Behavior: An Experimental and Numerical Study, Earthquake Engineering,  (2015). (In Persian)

[30] M. Panji, A. Fakhravar, Amplification pattern of seismic ground surface in the presence of underground horseshoe tunnel subjected to incident SH-wave Earthquake Engineering,  (2017). (In Persian)

[31] V. Beshart, S. Majidzamani, Seismic Responce of ground Surface Tehran Subway, Earthquake Engineering,  (2017). (In Persian)

[32] h. Naderpour, h.R. Vosoughifar, e. Ghobakhloo, Evaluation of effective parameters on wave diffraction of far-fault ground motions using artificial neural networks, Sharif: Civil enineering, 32-2(1.1) (2016) -.(In Persian)

[33] H. Alielahi, M. Kamalian, J. Asgari Marnani, M.K. Jafari, M. Panji, Applying a time-domain boundary element method for study of seismic ground response in the vicinity of embedded cylindrical cavity, International Journal of Civil Engineering, 11(1) (2013) 45-54.

[34] H. Alielahi, M. Adampira, Seismic effects of two-dimensional subsurface cavity on the ground motion by BEM: Amplification patterns and engineering applications, Int. J. Civ. Eng., 14(4) (2016) 233-251.

[35] H. Alielahi, M. Adampira, M. Asgari, Influence of double tunnels on seismic amplification pattern of ground surface using BEM, Sharif: Civil enineering, 33-2(3.2) (2017) 29-41. (In Persian)

[36] H. Alielahi, M.S. Ramazani, surface seismic amplification pattern assessment in sites over underground box structures, Bulletin of earthquake science and engineering, 3(1) (2016) 55-71. (In Persian)

[37] H. Alielahi, M. Adampira, Effect of twin-parallel tunnels on seismic ground response due to vertically in-plane waves, Int. J. Rock Mech. Min. Sci., 85 (2016) 67-83.

[38] H. Alielahi, M. Adampira, Site-specific response spectra for seismic motions in half-plane with shallow cavities, Soil Dynamics and Earthquake Engineering, 80 (2016) 163-167.

[39] H. Alielahi, M. Kamalian, M. Adampira, Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM, Soil Dynamics and Earthquake Engineering, 71 (2015) 63-79.

[40] H. Alielahi, M. Kamalian, M. Adampira, A BEM investigation on the influence of underground cavities on the seismic response of canyons, Acta Geotech., 11(2) (2016) 391-413.

[41] D.D. Nguyen, D. Park, S. Shamsher, V.Q. Nguyen, T.H. Lee, Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels, Tunn. Undergr. Space Technol., 86 (2019) 247-261.

[42] Q. Sun, D. Dias, X. Guo, P. Li, Numerical study on the effect of a subway station on the surface ground motion, Comput. Geotech., 111 (2019) 243-254.

[43] Y. Lu, W. Huang, Numerical Simulation of Dynamic Response Law of Intersecting Metro Tunnels in Upper and Lower Strata, Geotech. Geol. Eng., 38(4) (2020) 3773-3785.

[44] G. Wang, M. Yuan, Y. Miao, J. Wu, Y. Wang, Experimental study on seismic response of underground tunnel-soil-surface structure interaction system, Tunn. Undergr. Space Technol., 76 (2018) 145-159.

[45] S.H.R. Tabatabaiefar, B. Fatahi, B. Samali, Numerical and Experimental Investigations on Seismic Response of Building Frames under Influence of Soil-Structure Interaction, Advances in Structural Engineering, 17(1) (2016) 109-130.

[46] AS/NZS 3678-2011, Structural Steel - Hot-Rolled Plates, Floor Plates and Slabs, Australian Standards, Sydney.,  (2011).

[47] M.H.T. Rayhani, M.H. El Naggar, Numerical modeling of seismic response of rigid Foundation on soft soil, Int. J. Geomech., 8(6) (2008) 336-346.

[48] M. Bagheri, M.E. Jamkhaneh, B. Samali, Effect of seismic soil-pile-structure interaction on mid and high-rise steel buildings resting on a group of pile foundations, Int. J. Geomech., 18(9) (2018).

[49] B. Fatahi, S.H.R. Tabatabaiefar, Fully nonlinear versus equivalent linear computation method for seismic analysis of midrise buildings on soft soils, Int. J. Geomech., 14(4) (2014).

[50] M. Fahimi Farzam, B. Alinejad, A.R. Saeedi Azizkandi, R. Alinejad, Investigation of the effect of building soil and shallow circular tunnel interaction on the seismic response of a 20-story SAC building, Tunneling & Underground Space Engineering, 9(3) (2020) 305-325. (In Persian)

[51] R.L. Kuhlemeyer, J. Lysmer, Finite element method accuracy for wave propagation problems Journal of the Soil Mechanics and Foundations Division, 99(5) (1973) 421-427.

[52] Y.M.A. Hashash, C. Phillips, D.R. Groholski, Recent advances in non-linear site response analysis, fifth international Conferenc On Resent Advances in Geotecnical erthquake Engineering and Soil Dynamics,  (2010).

[53] A.S. Hokmabadi, B. Fatahi, B. Samali, Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils, Int. J. Geomech., 15(2) (2015) 04014046.

[54] J. Khazaei, A. Amiri, M. Khalilpour, Seismic evaluation of soil-foundation-structure interaction: Direct and Cone model, Earthqu. Struct., 12(2) (2017) 251-262.

[55] J.E. Gómez, G.M. Filz, R.M. Ebeling, Extended Hyperbolic Model for Sand-to-Concrete Interfaces, J. Geotech. Geoenviron. Eng., 129(11) (2003) 993-1000.

[56] M.H. Baziar, M. Rabeti Moghadam, D.S. Kim, Y.W. Choo, Effect Of Underground Structure Lining Flexibility On Acceleration Response At Ground Surface, Sharif: Civil Enineering, 31-2(4.2) (2016) 79-89. (In Persian)

[57] AS1170.4-2007, Structural Design Actions - Part 4: Earthquake Actions in Australia, Australian Standards, Sydney,  (2007).