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P. K. Banerjee

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Butterfield, R. / Banerjee, P. K. (1971): The Problem of Pile Group–Pile Cap Interaction. In: Géotechnique, v. 21, n. 2 (Juni 1971).

    https://doi.org/10.1680/geot.1971.21.2.135

  2. Butterfield, R. / Banerjee, P. K. (1971): The Elastic Analysis of Compressible Piles and Pile Groups. In: Géotechnique, v. 21, n. 1 (März 1971).

    https://doi.org/10.1680/geot.1971.21.1.43

  3. Banerjee, P. K. / Davies, T. G. (1978): The behaviour of axially and laterally loaded single piles embedded in nonhomogeneous soils. In: Géotechnique, v. 28, n. 3 (September 1978).

    https://doi.org/10.1680/geot.1978.28.3.309

  4. Ma, F. / Chatterjee, J. / Banerjee, P. K. (2007): New Fast Convolution Algorithm in Boundary-Element Methods for Two- and Three-Dimensional Linear Soil Consolidation Analysis. In: International Journal of Geomechanics, v. 7, n. 3 (Mai 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:3(236)

  5. Kucukarslan, S. / Banerjee, P. K. (2007): Inelastic transient analysis of piles in nonhomogeneous soil. In: Structural Engineering and Mechanics, v. 26, n. 5 (Juli 2007).

    https://doi.org/10.12989/sem.2007.26.5.545

  6. Chatterjee, J. / Ma, F. / Henry, D. P. / Banerjee, P. K. (2008): Advanced Boundary Element Analysis of Three-Dimensional Elastic Solids with Fiber Reinforcements. In: Journal of Engineering Mechanics (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9399(2008)134:9(739)

  7. Mamoon, S. M. / Banerjee, P. K. (1992): Time‐Domain Analysis of Dynamically Loaded Single Piles. In: Journal of Engineering Mechanics (ASCE), v. 118, n. 1 (Januar 1992).

    https://doi.org/10.1061/(asce)0733-9399(1992)118:1(140)

  8. Mamoon, S. M. / Kaynia, A. M. / Banerjee, P. K. (1990): Frequency Domain Dynamic Analysis of Piles and Pile Groups. In: Journal of Engineering Mechanics (ASCE), v. 116, n. 10 (Oktober 1990).

    https://doi.org/10.1061/(asce)0733-9399(1990)116:10(2237)

  9. Banerjee, P. K. / Raveendra, S. T. (1987): New Boundary Element Formulation for 2‐D Elastoplastic Analysis. In: Journal of Engineering Mechanics (ASCE), v. 113, n. 2 (Februar 1987).

    https://doi.org/10.1061/(asce)0733-9399(1987)113:2(252)

  10. Sen, R. / Davies, T. G. / Banerjee, P. K. (1985): Dynamic analysis of piles and pile groups embedded in homogeneous soils. In: Earthquake Engineering and Structural Dynamics, v. 13, n. 1 (Januar 1985).

    https://doi.org/10.1002/eqe.4290130107

  11. Banerjee, P. K. / Ahmad, S. / Chen, K. (1988): Advanced application of bem to wave barriers in multi-layered three-dimensional soil media. In: Earthquake Engineering and Structural Dynamics, v. 16, n. 7 (Oktober 1988).

    https://doi.org/10.1002/eqe.4290160707

  12. Mamoon, S. M. / Banerjee, P. K. (1990): Response of piles and pile groups to travelling SH-waves. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 4 (Mai 1990).

    https://doi.org/10.1002/eqe.4290190410

  13. Kucukarslan, S. / Banerjee, P. K. / Bildik, N. (2003): Inelastic analysis of pile soil structure interaction. In: Engineering Structures, v. 25, n. 9 (Juli 2003).

    https://doi.org/10.1016/s0141-0296(03)00083-x

  14. Kucukarslan, S. / Banerjee, P. K. (2003): Behavior of axially loaded pile group under lateral cyclic loading. In: Engineering Structures, v. 25, n. 3 (Februar 2003).

    https://doi.org/10.1016/s0141-0296(02)00152-9

  15. Guin, J. / Banerjee, P. K. (1998): Coupled Soil-Pile-Structure Interaction Analysis under Seismic Excitation. In: Journal of Structural Engineering (ASCE), v. 124, n. 4 (April 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:4(434)

  16. Banerjee, P. K. / Mamoon, S. M. (1990): A fundamental solution due to a periodic point force in the interior of an elastic half-space. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 1 (Januar 1990).

    https://doi.org/10.1002/eqe.4290190109

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