مدل سازی عددی پاسخ دینامیکی و اثر زلزله های حوزه دور و نزدیک بر ایستگاه مترو واقع در مجاورت گسل (مطالعه موردی: ایستگاه های خط 2 مترو تبریز)

Alielahi H, Adampira M, “Seismic effects of two-dimensional subsurface cavity on the ground motion by BEM: amplification patterns and engineering applications”, International Journal of Civil Engineering, building adjacent to deep excavation, Soil Dynamics and Earthquake Engineering, 2015, 79, 149-170. Doi:10.1007/s40999-016-0020-7.

Asheghabadi MS, Matinmanesh H, “Finite Element Seismic Analysis of Cylindrical Tunnel in Sandy Soils eith Consideration of Soil-Tunnel Interaction”, The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (pp.3162-3169). Doi:10.1016/j.proeng.2011,07.399.

Bozorgnia Y, Niazi M, Campbell KW, “Characteristics of free-field vertical ground motion during the Northridge earthquake [J]”, Earthquake Spectra, 1995, 11 (4), 515-525.

Douglas WS, Warshaw R, “Design of Seismic Joint for San Francisco Bay Tunnel”, Journal of the Structural Division, ASCE, 1971, 97, ST4.

Kuesel TR, “Earthquake design criteria for subways”, Journal of the Structural Division, ASCE, 1969, ST6, 1213-1231.

Kuribayashi E, Iwasaki T, Kawashima K, “Dynamic behavior of a subsurface tubular structure”, Proceedings of the Fifth Symposium on Earthquake Engineering, 1974, India.

Lee VJ, Karl J, “Diffraction of SV waves by underground”, Circular, Cylindrical Cavities, Soil Dynamics and Earthquake Engineering, 1992, 11 (8) 445-456.

Lee V, Trifunac MD, “Response of tunnels to incident SH-waves”, Journal of the Engineering Mechanics Division, 1979, 105 (4), 643-659.

Liang J, Zhang J, Ba Z, “The effect of underground cavities on design seismic ground motion”, Proceedings of 15 World Conference Earthquake Engineering, Lisbon, Paper ID, 2012.

Liang JW, Zhang H, Lee VW, A, “Series solution for surface motion amplification due to underground group cavities: Incident P waves”, Acta Seismoloica Sinica, 2004, 17 (3), 296-307.

Luco J, De Barros F, “Dynamic displacements and stresses in the vicinity of a cylindrical cavity embedded in a half-space”, Earthquake Engineering and Structural Dynamics, 1994, 23 (3), 321-340.

Owen GN, Scholl RE, “Earthquake engineering of large underground structures”, Report Number FHWA/RD-80/195, prepared for the Federal Highway Administration and National Science Foundatio, 1981.

10. Yiouta-Mitra G, Kouretzis G, Bouckovalas A, Sofianos, “Effect of underground structures in earthquake resistant design of surface structures”, Dynamic Response and Soil Properties, 2007, 1-10.

Patil M, Choudhury D, Ranjith PG, Zhao J, “Seismic analysis of tunnels in soft soils: a state-of-the-art review”, In: Proc of the International Conference on Soft Ground Engineering (ICSGE 2015), December 3-4, 2015, Singapore, pp. 625-634.