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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. Chandler, A. M. / Lam, Nelson / Wilson, John / Hutchinson, G. L. (2001): Response spectrum modelling for regions lacking earthquake records. Dans: Electronic Journal of Structural Engineering, v. 1, n. 1 (janvier 2001).

    https://doi.org/10.56748/ejse.1151

  2. Chandler, A. M. / Correnza, J. C. / Hutchinson, G. L. (1997): Inelastic response of code-designed eccentric structures subject to bi-directional loading. Dans: Structural Engineering and Mechanics, v. 5, n. 1 (janvier 1997).

    https://doi.org/10.12989/sem.1997.5.1.051

  3. Gad, E. F. / Chandler, A. M. / Duffield, C. F. / Hutchinson, G. L. (1999): Earthquake ductility and overstrength in residential structures. Dans: Structural Engineering and Mechanics, v. 8, n. 4 (octobre 1999).

    https://doi.org/10.12989/sem.1999.8.4.361

  4. Chandler, A. M. / Hutchinson, G. L. (1987): Parametric earthquake response of torsionally coupled buildings with foundation interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 6, n. 3 (juillet 1987).

    https://doi.org/10.1016/0267-7261(87)90010-8

  5. Correnza, J. C. / Hutchinson, G. L. / Chandler, A. M. (1992): A review of reference models for assessing inelastic seismic torsional effects in buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 11, n. 8 (janvier 1992).

    https://doi.org/10.1016/0267-7261(92)90010-b

  6. Chandler, A. M. / Lam, N. T. K. / Tsang, H. H. (2006): Near-surface attenuation modelling based on rock shear-wave velocity profile. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 11 (novembre 2006).

    https://doi.org/10.1016/j.soildyn.2006.02.010

  7. Chandler, A. M. / Lam, N. T. K. / Sheikh, M. N. (2002): Response spectrum predictions for potential near-field and far-field earthquakes affecting Hong Kong: soil sites. Dans: Soil Dynamics and Earthquake Engineering, v. 22, n. 6 (août 2002).

    https://doi.org/10.1016/s0267-7261(02)00041-6

  8. Lam, N. T. K. / Chandler, A. M. / Wilson, J. L. / Hutchinson, G. L. (2002): Response spectrum predictions for potential near-field and far-field earthquakes affecting Hong Kong: rock sites. Dans: Soil Dynamics and Earthquake Engineering, v. 22, n. 1 (janvier 2002).

    https://doi.org/10.1016/s0267-7261(01)00051-3

  9. Chandler, A. M. / Hutchinson, G. L. / Jiang, W. (1991): Inelastic torsional response of buildings to the 1985 Mexican earthquake: a parametric study. Dans: Soil Dynamics and Earthquake Engineering, v. 10, n. 8 (novembre 1991).

    https://doi.org/10.1016/0267-7261(91)90058-8

  10. Chandler, A. M. / Hutchinson, G. L. (1988): Evaluation of the Secondary Torsional Design Provisions of Earthquake Building Codes. Dans: Proceedings of the Institution of Civil Engineers, v. 85, n. 4 (décembre 1988).

    https://doi.org/10.1680/iicep.1988.947

  11. Chandler, A. M. (1991): Evaluation of Site-Dependent Spectra for Earthquake-Resistant Design of Structures in Europe and North America. Dans: Proceedings of the Institution of Civil Engineers, v. 90, n. 3 (juin 1991).

    https://doi.org/10.1680/iicep.1991.14734

  12. Chandler, A. M. / Hutchinson, G. L. (1987): Evaluation of code torsional provisions by a time history approach. Dans: Earthquake Engineering and Structural Dynamics, v. 15, n. 4 (mai 1987).

    https://doi.org/10.1002/eqe.4290150406

  13. Chandler, A. M. / Hutchinson, G. L. (1987): Code design provisions for torsionally coupled buildings on elastic foundation. Dans: Earthquake Engineering and Structural Dynamics, v. 15, n. 4 (mai 1987).

    https://doi.org/10.1002/eqe.4290150407

  14. Maheri, M. R. / Chandler, A. M. / Bassett, R. H. (1991): Coupled lateral-torsional behaviour of frame structures under earthquake loading. Dans: Earthquake Engineering and Structural Dynamics, v. 20, n. 1 (janvier 1991).

    https://doi.org/10.1002/eqe.4290200106

  15. Chandler, A. M. / Duan, X. N. (1991): Evaluation of factors influencing the inelastic seismic performance of torsionally asymmetric buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 20, n. 1 (janvier 1991).

    https://doi.org/10.1002/eqe.4290200107

  16. Duan, X. N. / Chandler, A. M. (1993): Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 5 (mai 1993).

    https://doi.org/10.1002/eqe.4290220506

  17. Chandler, A. M. / Duan, X. N. (1993): A modified static procedure for the design of torsionally unbalanced multistorey frame buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 5 (mai 1993).

    https://doi.org/10.1002/eqe.4290220507

  18. Correnza, J. C. / Hutchinson, G. L. / Chandler, A. M. (1994): Effect of transverse load-resisting elements on inelastic earthquake response of eccentric-plan buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 23, n. 1 (janvier 1994).

    https://doi.org/10.1002/eqe.4290230107

  19. Chandler, A. M. / Duan, X. N. (1997): Performance Of Asymmetric Code-designed Buildings For Serviceability And Ultimate Limit States. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 7 (juillet 1997).

    https://doi.org/10.1002/(sici)1096-9845(199707)26:7<717::aid-eqe672>3.0.co;2-x

  20. Chandler, A. M. / Duan, X. N. (1997): Performance Of Asymmetric Code-designed Buildings For Serviceability And Ultimate Limit States. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 7 (juillet 1997).

    https://doi.org/10.1002/(sici)1096-9845(199707)26:7<717::aid-eqe672>3.3.co;2-o

  21. Duan, X. N. / Chandler, A. M. (1997): An Optimized Procedure For Seismic Design Of Torsionally Unbalanced Structures. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 7 (juillet 1997).

    https://doi.org/10.1002/(sici)1096-9845(199707)26:7<737::aid-eqe673>3.0.co;2-s

  22. Chandler, A. M. / Hutchinson, G. L. (1992): Effect of structural period and ground motion parameters on the earthquake response of asymmetric buildings. Dans: Engineering Structures, v. 14, n. 6 (novembre 1992).

    https://doi.org/10.1016/0141-0296(92)90018-l

  23. Jiang, W. / Hutchinson, G. L. / Chandler, A. M. (1993): Definitions of static eccentricity for design of asymmetric shear buildings. Dans: Engineering Structures, v. 15, n. 3 (janvier 1993).

    https://doi.org/10.1016/0141-0296(93)90051-5

  24. Chandler, A. M. / Correnza, J. C. / Hutchinson, G. L. (1995): Influence of accidental eccentricity on inelastic seismic torsional effects in buildings. Dans: Engineering Structures, v. 17, n. 3 (avril 1995).

    https://doi.org/10.1016/0141-0296(94)00003-c

  25. Chandler, A. M. (1997): Disaster planning, structural assessment, demolition and recycling. Dans: Engineering Structures, v. 19, n. 4 (avril 1997).

    https://doi.org/10.1016/s0141-0296(97)83367-6

  26. Chandler, A. M. / Mendis, P. A. (2000): Performance of reinforced concrete frames using force and displacement based seismic assessment methods. Dans: Engineering Structures, v. 22, n. 4 (avril 2000).

    https://doi.org/10.1016/s0141-0296(98)00119-9

  27. Li, J. H. / Su, R. K. L. / Chandler, A. M. (2003): Assessment of low-rise building with transfer beam under seismic forces. Dans: Engineering Structures, v. 25, n. 12 (octobre 2003).

    https://doi.org/10.1016/s0141-0296(03)00121-4

  28. Su, R. K. L. / Chandler, A. M. (2001): Design criteria for unified strut and tie models. Dans: Progress in Structural Engineering and Materials, v. 3, n. 3 ( 2001).

    https://doi.org/10.1002/pse.88

  29. Chandler, A. M. (1991): Combined seismic base shear and torsional loading provisions in the 1990 edition of the National Building Code of Canada. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 18, n. 6 (décembre 1991).

    https://doi.org/10.1139/l91-117

  30. Su, R. K. L. / Chandler, A. M. / Sheikh, M. N. / Lam, N. T. K. (2005): Influence of non-structural components on lateral stiffness of tall buildings. Dans: The Structural Design of Tall and Special Buildings, v. 14, n. 2 ( 2005).

    https://doi.org/10.1002/tal.266

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