Soil–structure interaction effects on seismic inelastic analysis of 3-D tunnels

Wang, 1993

Lee, 1979, Response of tunnels to incident SH-waves, Journal of Engineering Mechanics ASCE, 105, 643

Datta, 1984, Dynamic stress and displacement around cylindrical cavities of arbitrary shapes, Journal of Applied Mechanics ASME, 51, 798, 10.1115/1.3167727

Wong, 1986, Three-dimensional motion of buried pipeline, I: analysis, II: numerical results, Journal of Engineering Mechanics ASCE, 112, 1319, 10.1061/(ASCE)0733-9399(1986)112:12(1319)

Luco, 1994, Seismic response of a cylindrical shell embedded in a layered viscoelastic half-space. I: formulation, II: validation and numerical results, Earthquake Engineering and Structural Dynamics, 23, 553, 10.1002/eqe.4290230507

Stamos, 1995, Dynamic analysis of large 3-D underground structures by the BEM, Earthquake Engineering and Structural Dynamics, 24, 917, 10.1002/eqe.4290240609

Manolis, 1995, Seismic analysis of buried pipeline in a 3D soil continuum, Engineering Analysis with Boundary Elements, 15, 371, 10.1016/0955-7997(95)00035-M

Stamos, 1996, 3-D seismic response analysis of long lined tunnels in half-space, Soil Dynamics and Earthquake Engineering, 15, 111, 10.1016/0267-7261(95)00025-9

Manolis, 1997, Underground and lifeline structures, 775

Penzien, 2000, Seismically induced racking of tunnel linings, Earthquake Engineering and Structural Dynamics, 29, 683, 10.1002/(SICI)1096-9845(200005)29:5<683::AID-EQE932>3.0.CO;2-1

Hashash, 2001, Seismic design and analysis of underground structures, Tunnelling and Underground Space Technology, 16, 247, 10.1016/S0886-7798(01)00051-7

Gazetas, 2005, Response of three Athens metro underground structures in the 1999 Parnitha earthquake, Soil Dynamics and Earthquake Engineering, 25, 617, 10.1016/j.soildyn.2004.11.006

Bilotta E, Lanzano G, Russo G, Santucci de Magistris F, Aiello V, Conte E, et al. Pseudostatic and dynamic analyses of tunnels in transversal and longitudinal directions. In: Proceeding of the fourth international conference on earthquake geotechnical engineering, Thessaloniki, Greece, 2007; Paper no. 1550.

Hwang, 2007, Seismic capacity assessment of old Sanyi railway tunnels, Tunnelling and Underground Space Technology, 22, 433, 10.1016/j.tust.2006.09.002

Kontoe, 2008, Case study on seismic tunnel response, Canadian Geotechnical Journal, 45, 1743, 10.1139/T08-087

Sedarat, 2009, Contact interface in seismic analysis of circular tunnels, Tunnelling and Underground Space Technology, 24, 482, 10.1016/j.tust.2008.11.002

Amorosi, 2009, Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils, Soil Dynamics and Earthquake Engineering, 29, 1059, 10.1016/j.soildyn.2008.12.004

Eberhardsteiner, 1993, Elasto-viscoplastic three-dimensional hybrid BE–FE stress analysis of the excavation of tunnels, 327

Parra-Montesinos, 2006, Evaluation of soil–structure interaction and structural collapse in Daikai subway station during Kobe earthquake, ACI Structural Journal, 103, 113

Kim, 2000, Two-phase finite element procedures for dynamic analysis of saturated porous media, Engineering Computations, 17, 758, 10.1108/02644400010352234

Lemaitre, 2005

Karabalis, 1997, Numerical methods in earthquake engineering, 1

Hatzigeoriou, 2009

Lepi, 1998

Lee SH. MSC/NASTRAN Handbook for nonlinear analysis: version 67. The Macneal-Schwendler Corporation, 1992.

Zienkiewicz, 2000

Kausel, 1981, Transmitting boundaries: a closed-form comparison, Bulletin of the Seismological Society of America, 71, 143, 10.1785/BSSA0710010143

Cohen, 1983, Silent boundary methods for transient analysis, 301

Barry, 1988, On absorbing boundary conditions for wave propagation, Journal of Computational Physics, 79, 449, 10.1016/0021-9991(88)90025-3

Ichimura, 2009, A hybrid multiresolution meshing technique for finite element three-dimensional earthquake ground motion modelling in basins including topography, Geophysical Journal International, 177, 1221, 10.1111/j.1365-246X.2009.04154.x

Xua, 2003, Three-dimensional nonlinear seismic ground motion modeling in basins, Physics of the Earth and Planetary Interiors, 137, 81, 10.1016/S0031-9201(03)00009-8

Lysmer, 1969, Finite dynamic model for infinite media, Journal of the Engineering Mechanics Division (ASCE), 95, 859, 10.1061/JMCEA3.0001144

Wolf, 1988

White, 1977, Unified boundary for finite dynamic models, Journal of the Engineering Mechanics Division (ASCE), 103, 949, 10.1061/JMCEA3.0002285

Hughes, 1981, Nonlinear finite element analysis of shells: Part I—three dimensional shells, Computer Methods in Applied Mechanics and Engineering, 26, 331, 10.1016/0045-7825(81)90121-3

Casadei, 1997

Hatzigeoriou, 2001, A simple concrete damage model for dynamic FEM applications, International Journal of Computational Engineering Science, 2, 267, 10.1142/S1465876301000325

Hatzigeorgiou, 2002, Dynamic response of 3-D damaged solids and structures by BEM, Computer Modelling in Engineering and Sciences, 3, 791

Cervera, 1995, Seismic evaluation of concrete dams via continuum damage models, Earthquake Engineering and Structural Dynamics, 24, 1225, 10.1002/eqe.4290240905

Nataraja, 1999, Stress–strain curves for steel-fiber reinforced concrete under compression, Cement and Concrete Composites, 21, 383, 10.1016/S0958-9465(99)00021-9

Kaneko, 1993, Fracture mechanics approach for failure of concrete shear key I: theory, Journal of Engineering Mechanics ASCE, 119, 681, 10.1061/(ASCE)0733-9399(1993)119:4(681)

Theodorakopoulos, 2001

Chopra, 2006

Bathe, 1996

Kramer, 1996

Pavlatos, 1994, Dynamic elastoplastic analysis by BEM/FEM, Engineering Analysis with Boundary Elements, 14, 51, 10.1016/0955-7997(94)90081-7