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L. G. Tham

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Lei, Z. X. / Cheung, Y. K. / Tham, L. G. (1993): Vertical response of single piles: transient analysis by time-domain BEM. In: Soil Dynamics and Earthquake Engineering, v. 12, n. 1 (January 1993).

    https://doi.org/10.1016/0267-7261(93)90055-v

  2. Chong, K. P. / Tham, L. G. / Cheung, Y. G. (1982): Thermal behavior of formed sandwich plate by finite-prism-strip method. In: Computers & Structures, v. 15, n. 3 (January 1982).

    https://doi.org/10.1016/0045-7949(82)90023-2

  3. Yang, C. X. / Tham, L. G. / Feng, X. T. / Wang, Y. J. / Lee, P. K. K. (2004): Two-Stepped Evolutionary Algorithm and Its Application to Stability Analysis of Slopes. In: Journal of Computing in Civil Engineering, v. 18, n. 2 (April 2004).

    https://doi.org/10.1061/(asce)0887-3801(2004)18:2(145)

  4. Lei, Z. X. / Tham, L. G. / Cheung, Y. K. (1992): Transient elastodynamic analysis by time domain bem in cylindrical coordinates. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 12 (December 1992).

    https://doi.org/10.1002/eqe.4290211204

  5. Cheung, Y. K. / Tham, L. G. / Lei, Z. X. (1993): Wave propagation in layered media by time domain BEM. In: Earthquake Engineering and Structural Dynamics, v. 22, n. 3 (March 1993).

    https://doi.org/10.1002/eqe.4290220305

  6. Cheung, Y. K. / Tham, L. G. / Lei, Z. X. (1995): Transient response of single piles under horizontal excitations. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 7 (July 1995).

    https://doi.org/10.1002/eqe.4290240707

  7. Su, C. / Han, D. J. / Yan, Q. S. / Au, F. T. K. / Tham, L. G. / Lee, P. K. K. / Lam, K. M. / Wong, K. Y. (2003): Wind-induced vibration analysis of the Hong Kong Ting Kau Bridge. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 3 (August 2003).

    https://doi.org/10.1680/stbu.2003.156.3.263

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