1 |
Andersen, L. and Jones, C.J.C. (2006), "Coupled boundary and finite element analysis of vibration from railway tunnels – a comparison of two- and tree-dimensional models", J. Sound Vib., 293(3-5), 611-625
DOI
ScienceOn
|
2 |
Antes, M.Y., Karinski, Y.S. and Yankelevsky, D.Z. (2007), "On the BIEM solution for a half space by neumann series", Commun. Numer. Meth. Eng., 23(3), 197-211
DOI
ScienceOn
|
3 |
Antes, M.Y., Karinski, Y.S. and Yankelevsky, D.Z. (2007), "The modifiened shanks transform for the solution of elastic problems by Boundary Integral Equation (BIE) method", Communications in Numerical Methods in Engineering, (in press)
DOI
ScienceOn
|
4 |
Antonio, J. and Tadeu, A. (2002), "3D seismic response of a limited valley via bem using 2.5D analytical green's function for an infinite free-rigid layer", Soil Dyn. Earthq. Eng., 22(8), 659-673
DOI
ScienceOn
|
5 |
Brebbia, C.A. and Walker, S. (1980), The Boundary Element Techniques in Engineering. London: Newnes-Butterworths
|
6 |
Bulichov, N.S. (1989), Mechanics of Buried Structures. Moscow
|
7 |
Cavalcanti, M.C. and Telles, J.C.F. (2003), "Biot's consolidation theory – application of bem with time independent fundamental solution for poro-elastic saturated media", Eng. Anal. Bound. Elem., 27(2), 145-157
DOI
ScienceOn
|
8 |
Chen, Y.Z. (1994), "Multiply circular hole problem for an elastic half-plane", Comput. Struct., 52(6), 1277-1281
DOI
ScienceOn
|
9 |
Cruse, T.A. (1973), "Application of boundary integral equation method to three-dimensional stress analysis", Comput. Struct., 3, 509-527
DOI
ScienceOn
|
10 |
Dajapakse, R.K.N. and Senjuntichi, T. (1995), "Dynamic response of a multi-layered poroelastic medium", J. Earthq. Eng. Struct. Dyn., 24, 703-722
DOI
ScienceOn
|
11 |
Fernando, N.S.M. and Carter, J.P. (1998), "Elastic analysis of buried pipes under surface patch loadings", J. Geotech. Geoenviron. Eng., 124(9), 720-728
ScienceOn
|
12 |
Fernando, N.S.M., Small, J.S. and Carter, J.P. (1996), "Elastic analysis of buried structures subject to threedimensional surface loadings", Int. J. Numer. Anal. Meth. Geotmech, 20, 331-349
DOI
|
13 |
Guzina, B.B., Fata, S.N. and Bonnet, M. (2003), "On the stress-wave imaging of cavities in a semi-infinite solid", Int. J. Solids Struct., 40(6), 1505-1523
DOI
ScienceOn
|
14 |
Hatzor, Y.H., Talesnick, M. and Tsesarsky, M. (2002), "Continuous and discontinuous analysis of the bell-shaped caverns at bet guvrin", Israel. Int. J. Rock Mech. Mining Sci., 39(7), 867-886
DOI
ScienceOn
|
15 |
Hurty, W.C. and Rubinstein, M.F. (1964), Dynamics of Structures, London: Prentice-Hall
|
16 |
Kantorovich, L.V. (1958), Approximate Methods of Higher Analysis. NY: Interscience
DOI
|
17 |
Karal, F.C. and Keller, J.B. (1964), "Elastic, electromagnetic and other waves in random medium", J. Math. Phy., 3(4), 537-547
|
18 |
Karinski, Y.S., Dancygier, A.N. and Leviathan, I. (2003), "An analytical model to predict static contact pressure on a buried structure", Eng. Struct., 25(1), 91-101
DOI
ScienceOn
|
19 |
Karinski, Y.S., Shershnev, V.V. and Yankelevsky, D.Z. (2004), "The effect of an interface boundary layer on the resonance properties of a buried structure", Earthq. Eng. Struct. Dyn., 33(2), 227-247
DOI
ScienceOn
|
20 |
Karinski, Y.S., Shershnev, V.V. and Yankelevsky, D.Z. (2007), "Analytical solution of the harmonic waves diffraction by a cylindrical lined cavity in poroelastic saturated medium", Int. J. Numer. Anal. Meth. Geomech. (in press)
DOI
ScienceOn
|
21 |
Kim, M.K., Lim, Y.M. and Rhee, J.W. (2000), "Dynamic analysis of layered half planes by coupled finite and boundary elelments", Eng. Struct., 22, 670-680
DOI
ScienceOn
|
22 |
Kumar, P. (1985), "Static Infinite Element Formulation", J. Struct. Eng., 111(11), 2355-2372
DOI
ScienceOn
|
23 |
Kupradze, V.D., Gegelia, T.G., Baseleisvili, M.O. and Burculadze, T.V. (1979), Three-Dimentional Problems of Theory of Elasticity and Thermoelasticity. Amsterdam, NY, Oxsford: North-Holland Series in Applied Math. and Mech., 25, 1-929
|
24 |
Manolis, G.D. (2003), "Elastic wave scattering around cavities in inhomogeneous continua by the BEM", J. Sound Vib., 266(2), 281-305
DOI
ScienceOn
|
25 |
Melan, E. (1932), "Der Spannungszustand der Durch Eine Einzelcraft im Innert Deanspruchten Halbscheibe", Z. Angew. Math. Mech., 12, 343-346
DOI
|
26 |
Mikhlin, S.G. (1965), Multidimensional Singular Integrals and Integral Equations. Oxford: Pergamon
|
27 |
Moore, I.D. (1987), "Response of buried cylinders to surface loads", J. Geotech. Eng., 113(7), 758-773
DOI
ScienceOn
|
28 |
Moore, I.D. and Branchman, R.W. (1994), "Three-dimensional analysis of flexible circular culverts", J. Geot. Eng., 120(10), 1829-1844
DOI
ScienceOn
|
29 |
Moser, A.P. (2001), Buried Pipe Design. McGraw-Hill
|
30 |
Parton, V.Z. and Perlin, P.I. (1984), "Mathematical methods of the theory of elasticity", Parts 1,2. Moscow: MIR
|
31 |
Rogier-Hendrik, De-Zutter D. (2002), "A fast technique based on perfectly matched layers to model electromagnetic from wires embedded in substrates", Radio Science, 37(2), 101-106
DOI
|
32 |
Schnack, E. and Tuerke, K. (1997), "Domain decomposition with BEM and FEM", Int. J. Numer. Meth. Eng., 40(14), 2593-2610
DOI
ScienceOn
|
33 |
Shanks, D. (1955), "Non linear transformation of divergent and slowly convergent series", Math. Phys., 34, 1-42
DOI
|
34 |
Small, J.C. and Wang, H.K.W. (1988), The use of integral transforms in solving three-dimensional problems in geomechanics", Comput. Geotech., 6, 199-216
DOI
ScienceOn
|
35 |
Surjadinata, J., Hull, T.S., Carter, J.P. and Poulos, H.G. (2006), "Combined finite-and boundary-element analysis of the effects of tunneling on single piles", Int. J. Geomech., 6(5), 374-377
DOI
ScienceOn
|
36 |
Szechny, K. (1973), The Art of Tunneling. Budapest
|
37 |
Talles, J.C.F. (1983), The Boundary Element Method Applied to Inelastic Problems. Springer
|