[1] TaghaviGhalesari, A., Isari, M., Tarinejad, R., & Sohrabi-Bidar, A. (2019). “A procedure to predict the precise seismic response of arch dams in time domain using boundary element formulation”, Journal of Rock Mechanics and Geotechnical Engineering, 11(4), 790-803.
[2] Tarinejad, R., Isari, M., & Ghalesari, A. T. (2019). “A new boundary element solution to evaluate the geometric effects of the canyon site on the displacement response spectrum”, Earthquake Engineering and Engineering Vibration, 18(2), 267-284.
[3] Tarinejad, R., Isari, M., & Sohrabi-Bidar, A. (2019). “A New Solution to Estimate the Time Delay on the Topographic Site Using Time Domain 3D Boundary Element Method”, Earthquake Engineering and Engineering Vibration, in Press.
[4] Sohrabi-Bidar, A. (2008). Seismic behavior assessment of surface topographies using time-domain 3D boundary elements method (Doctoral dissertation, Ph. D. Thesis, International Institute of Earthquake Engineering and Seismology, Tehran, Iran).
[5] Sohrabi-Bidar, A., Isari, M., & Tarinejad, R. (In press-2017). “Evaluation Topography Effect on the Pacoima Dam Site Using Boundary Element Method”, Bulletin of Earthquake Science and Engineering.
[6] Dowding, C. H., & Rozan, A. (1978). “Damage to rock tunnels from earthquake shaking”, ASCE J Geotech Eng Div, 104(2), 175-191.
[7] Jing-Ming, W., & Litehiser, J. J. (1985). “The distribution of earthquake damage to underground facilities during the 1976 Tang-Shan earthquake”, Earthquake Spectra, 1(4), 741-757.
[8] Sharma, S., & Judd, W. R. (1991). “Underground opening damage from earthquakes”, Engineering geology, 30(3-4), 263-276.
[9] Baziar, M. H., Moghadam, M. R., Kim, D. S., & Choo, Y. W. (2014). “Effect of underground tunnel on the ground surface acceleration”, Tunnelling and Underground Space Technology, 44, 10-22.
[10] Baziar, M.H., Ghalandarzadeh, A., & Moghadam, M.R. (2015). “Tehran subway tunnel effect on the seismic response of the ground surface with linear soil behavior: an experimental and numerical study”, Bulletin of Earthquake Science and Engineering, 3, 15-36.
[11] Alielahi, H., Kamalian, M., Asgari Marnani, J., Jafari, M. K., & Panji, M. (2013). “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), 45-54.
[12] Alielahi, H., Kamalian, M., & Adampira, M. (2015). “Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM”, Soil Dynamics and Earthquake Engineering, 71, 63-79.
[13] Alielahi, H., & Ramezani, M.S. (2016). “Seismic Site amplification pattern caused by underground box-shaped structures”, Bulletin of Earthquake Science and Engineering, 3, 55-71 (in persian).
[14] Alielahi, H., & Adampira, M. (2016). “Seismic effects of two-dimensional subsurface cavity on the ground motion by BEM: amplification patterns and engineering applications”, International Journal of Civil Engineering, 14, 233-251.
[15] Panji, M., Kamalian, M., Marnani, J.A., & Jafari, M.K. (2013). “Transient analysis of wave propagation problems by half-plane BEM”, Geophysical Journal International, 194, 1849-1865.
[16] Panji, M., Kamalian, M., Asgari Marnani, J., & Jafari, M.K. (2014). “Antiplane seismic response from semi-sine shaped valley above embedded truncated circular cavity: a time-domain half-plane BEM”, International Journal of Civil Engineering, Transaction B: Geotechnical Engineering, 12, 193-206.
[17] Jiang, L., Chen, J., & Li, J. (2010). “Seismic response of underground utility tunnels: shaking table testing and FEM analysis”, Earthquake engineering and engineering vibration, 9(4), 555-567.
[18] Xu, Z., Du, X., Xu, C., Hao, H., & Bi, K. (2019). “Numerical research on seismic response characteristics of shallow buried rectangular underground structure”, Soil Dyn Earthq Eng, 116, 242–252.
[19] Xu, Z., Du, X., Xu, C., Jiang, J., & Han, R. (2019). “Simplified equivalent static methods for seismic analysis of shallow buried rectangular underground structures”, Soil Dynamics and Earthquake Engineering, 121, 1-11.
[20] Bi, K., & Hao, H. (2012). “Modelling and simulation of spatially varying earthquake ground motions at sites with varying conditions”, Probabilistic engineering mechanics, 29, 92-104.
[21] Tarinejad, R., & Damadipour, M. (2014). “Modal identification of structures by a novel approach based on FDD-wavelet method”, Journal of Sound and Vibration, 333(3), 1024-1045.
[22] Sun, Q., Dias, D., Guo, X., & Li, P. (2019). “Numerical study on the effect of a subway station on the surface ground motion”, Computers and Geotechnics, 111, 243-254.
ارسال نظر در مورد این مقاله