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Publicité

H. J. Pam

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Yang, Y. N. / Pam, H. J. / Kumaraswamy, M. M. (2009): Framework Development of Performance Prediction Models for Concrete Bridges. Dans: Journal of Transportation Engineering, v. 135, n. 8 (août 2009).

    https://doi.org/10.1061/(asce)te.1943-5436.0000018

  2. Pam, H. J. / Kwan, A. K. H. / Ho, J. C. M. (2001): Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams. Dans: Structural Engineering and Mechanics, v. 12, n. 5 (novembre 2001).

    https://doi.org/10.12989/sem.2001.12.5.459

  3. Ho, J. C. M. / Pam, H. J. / Peng, J. / Wong, Y. L. (2011): Maximum concrete stress developed in unconfined flexural RC members. Dans: Computers and Concrete, v. 8, n. 2 (avril 2011).

    https://doi.org/10.12989/cac.2011.8.2.207

  4. Kwan, A. K. H. / Ho, J. C. M. / Pam, H. J. (2003): Effects of concrete grade and steel yield strength on flexural ductility of reinforced concrete beams. Dans: Australian Journal of Structural Engineering, v. 5, n. 3 ( 2003- 2004).

    https://doi.org/10.1080/13287982.2004.11464932

  5. Su, R. K. L. / Pam, H. J. / Lam, W. Y. (2006): Effects of shear connectors on plate-reinforced composite coupling beams of short and medium-length spans. Dans: Journal of Constructional Steel Research, v. 62, n. 1-2 (janvier 2006).

    https://doi.org/10.1016/j.jcsr.2005.04.019

  6. Su, R. K. L. / Lam, W. Y. / Pam, H. J. (2008): Behaviour of embedded steel plate in composite coupling beams. Dans: Journal of Constructional Steel Research, v. 64, n. 10 (octobre 2008).

    https://doi.org/10.1016/j.jcsr.2007.09.013

  7. Islam, M. S. / Pam, H. J. / Kwan, A. K. H. (1998): Shear capacity of high-strength concrete beams with their point of inflection within the shear span. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 128, n. 1 (février 1998).

    https://doi.org/10.1680/istbu.1998.30038

  8. Ho, J. C. M. / Kwan, A. K. H. / Pam, H. J. (2004): Minimum flexural ductility design of high-strength concrete beams. Dans: Magazine of Concrete Research, v. 56, n. 1 (février 2004).

    https://doi.org/10.1680/macr.2004.56.1.13

  9. Lam, W. Y. / Su, R. K. L. / Pam, H. J. (2003): Strength and Ductility of Embedded Steel Composite Coupling Beams. Dans: Advances in Structural Engineering, v. 6, n. 1 (janvier 2003).

    https://doi.org/10.1260/136943303321625702

  10. Pam, H. J. / Ho, J. C. M. (2010): Effects of Steel Lap Splice Locations on Strength and Ductility of Reinforced Concrete Columns. Dans: Advances in Structural Engineering, v. 13, n. 1 (février 2010).

    https://doi.org/10.1260/1369-4332.13.1.199

  11. Pam, H. J. / Ho, J. C. M. (2001): Flexural strength enhancement of confined reinforced concrete columns. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 146, n. 4 (novembre 2001).

    https://doi.org/10.1680/stbu.2001.146.4.363

  12. Pam, H. J. / Kwan, A. K. H. / Islam, M. S. (2001): Flexural strength and ductility of reinforced normal- and high-strength concrete beams. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 146, n. 4 (novembre 2001).

    https://doi.org/10.1680/stbu.2001.146.4.381

  13. Kwan, A. K. H. / Ho, J. C. M. / Pam, H. J. (2002): Flexural strength and ductility of reinforced concrete beams. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 152, n. 4 (novembre 2002).

    https://doi.org/10.1680/stbu.2002.152.4.361

  14. Au, F. T. K. / Huang, K. / Pam, H. J. (2005): Diagonally-reinforced beam–column joints reinforced under cyclic loading. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 158, n. 1 (février 2005).

    https://doi.org/10.1680/stbu.2005.158.1.21

  15. Pam, H. J. / Ho, J. C. M. (2009): Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns. Dans: Engineering Structures, v. 31, n. 12 (décembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.07.015

  16. Ho, J. C. M. / Pam, H. J. (2003): Inelastic design of low-axially loaded high-strength reinforced concrete columns. Dans: Engineering Structures, v. 25, n. 8 (juillet 2003).

    https://doi.org/10.1016/s0141-0296(03)00050-6

  17. Ho, J. C. M. / Pam, H. J. (2010): Deformability evaluation of high-strength reinforced concrete columns. Dans: Magazine of Concrete Research, v. 62, n. 8 (août 2010).

    https://doi.org/10.1680/macr.2010.62.8.569

  18. Su, R. K. L. / Lam, W. Y. / Pam, H. J. (2009): Experimental study of plate-reinforced composite deep coupling beams. Dans: The Structural Design of Tall and Special Buildings, v. 18, n. 3 (avril 2009).

    https://doi.org/10.1002/tal.407

  19. Ho, J. C. M. / Kwan, A. K. H. / Pam, H. J. (2003): Theoretical analysis of post-peak flexural behaviour of normal- and high-strength concrete beams. Dans: The Structural Design of Tall and Special Buildings, v. 12, n. 2 ( 2003).

    https://doi.org/10.1002/tal.216

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