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G. L. Hutchinson

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

  1. Teguh, M. / Duffield, Colin / Mendis, Priyan / Hutchinson, G. L. (2006): Seismic performance of pile-to-pile cap connections: An investigation of design issues. In: Electronic Journal of Structural Engineering, v. 6 (Januar 2006).

    https://doi.org/10.56748/ejse.654

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

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

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

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

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

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

  5. Correnza, J. C. / Hutchinson, G. L. / Chandler, A. M. (1995): Seismic energy dissipation in torsionally responding building systems. In: Structural Engineering and Mechanics, v. 3, n. 3 (Mai 1995).

    https://doi.org/10.12989/sem.1995.3.3.255

  6. Hutchinson, G. L. / Wilson, John L. (1989): Aseismic design code. Two examples typifying many medium‐rise steel‐framed industrial structures are analysed in accordance with the Chinese aseismic code recommendations (articles 14 and 16) and results compared. In: Bâtiment International / Building Research and Practice, v. 17, n. 6 (November 1989).

    https://doi.org/10.1080/01823328908726997

  7. Li, B. / Duffield, C. F. / Hutchinson, G. L. (2010): The Influence of Non-Structural Components on the Serviceability Performance of High-Rise Buildings. In: Australian Journal of Structural Engineering, v. 10, n. 2 ( 2010).

    https://doi.org/10.1080/13287982.2009.11465032

  8. Jiang, W. / Hutchinson, G. L. / Wilson, J. L. (1996): Inelastic torsional coupling of building models. In: Engineering Structures, v. 18, n. 4 (April 1996).

    https://doi.org/10.1016/0141-0296(95)00110-7

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

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

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

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

  11. 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. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 1 (Januar 2002).

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

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

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

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

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

  14. Tsicnias, T. G. / Hutchinson, G. L. (1981): Evaluation of Code Requirements for the Earthquake Resistant Design of Torsionally Coupled Buildings. In: Proceedings of the Institution of Civil Engineers, v. 71, n. 3 (September 1981).

    https://doi.org/10.1680/iicep.1981.1821

  15. Lightfoot, E. / Hutchinson, G. L. (1979): Optimum Design Considerations for Arch Bridges. In: Proceedings of the Institution of Civil Engineers, v. 67, n. 4 (Dezember 1979).

    https://doi.org/10.1680/iicep.1979.2788

  16. Tsicnias, T. G. / Hutchinson, G. L. (1982): Evaluation of Code Torsional Provisions for Earthquake Resistant Design of Single Storey Buildings with Two Eccentricity Components. In: Proceedings of the Institution of Civil Engineers, v. 73, n. 2 (Juni 1982).

    https://doi.org/10.1680/iicep.1982.1711

  17. Lim, P. T. K. / Boorman, R. / Bromhead, E. N. / Moffatt, K. R. / Wilkinson, S. J. / Kite, R. / Solomon, E. / Mawditt, J. M. / Hutchinson, G. L. (1981): ADL - A Data Language for Engineers. In: Proceedings of the Institution of Civil Engineers, v. 71, n. 4 (Dezember 1981).

    https://doi.org/10.1680/iicep.1981.1761

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

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

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

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

  20. Rady, M. A. / Hutchinson, G. L. (1988): Evaluation of dynamic eccentricities obtained using a probabilistic approach, response spectrum methods and modern building codes. In: Earthquake Engineering and Structural Dynamics, v. 16, n. 2 (Februar 1988).

    https://doi.org/10.1002/eqe.4290160209

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

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

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

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

  23. Gupta, R. K. / Hutchinson, G. L. (1991): Effects of wall flexibility on the dynamic response of liquid storage tanks. In: Engineering Structures, v. 13, n. 3 (Juli 1991).

    https://doi.org/10.1016/0141-0296(91)90037-d

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

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

  25. Correnza, J. C. / Hutchinson, G. L. / Chandler, A. M. (1995): Seismic response of flexible-edge elements in code-designed torsionally unbalanced structures. In: Engineering Structures, v. 17, n. 3 (April 1995).

    https://doi.org/10.1016/0141-0296(94)00001-a

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

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

  27. Gupta, R. K. / Hutchinson, G. L. (1994): Horizontal and vertical seismic response of torsionally coupled buildings. In: Engineering Structures, v. 16, n. 1 (Januar 1994).

    https://doi.org/10.1016/0141-0296(94)90100-7

  28. Gad, E. F. / Duffield, C. F. / Hutchinson, G. L. / Mansell, D. S. / Stark, G. (1999): Lateral performance of cold-formed steel-framed domestic structures. In: Engineering Structures, v. 21, n. 1 (Januar 1999).

    https://doi.org/10.1016/s0141-0296(97)90129-2

  29. Hutchinson, G. L. / Lam, N. T. K. / Wilson, J. L. (2003): Determination of earthquake loading and seismic performance in intraplate regions. In: Progress in Structural Engineering and Materials, v. 5, n. 3 ( 2003).

    https://doi.org/10.1002/pse.153

  30. Tsicnias, T. G. / Hutchinson, G. L. (1982): A note on the perturbation analysis of the mode shapes of torsionally coupled buildings. In: Earthquake Engineering and Structural Dynamics, v. 10, n. 1 (Januar 1982).

    https://doi.org/10.1002/eqe.4290100113

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