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T. Q. Li

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. Lewis, W. J. / Russell, J. M. / Li, T. Q. (2024): Moment-less arches of constant axial stress: Implications for design. In: Engineering Structures, v. 300 (February 2024).

    https://doi.org/10.1016/j.engstruct.2023.116968

  2. Lewis, W. J. / Russell, J. M. / Li, T. Q. (2021): Moment-less arches for reduced stress state. Comparisons with conventional arch forms. In: Computers & Structures, v. 251 (July 2021).

    https://doi.org/10.1016/j.compstruc.2021.106524

  3. Li, T. Q. / Choo, B. S. / Nethercot, D. A. (1995): Connection element method for the analysis of semi-rigid frames. In: Journal of Constructional Steel Research, v. 32, n. 2 (January 1995).

    https://doi.org/10.1016/0143-974x(95)93170-9

  4. Li, T. Q. / Choo, B. S. / Nethercot, D. A. (1995): Determination of rotation capacity requirements for steel and composite beams. In: Journal of Constructional Steel Research, v. 32, n. 3 (January 1995).

    https://doi.org/10.1016/0143-974x(95)93900-o

  5. Nethercot, D. A. / Li, T. Q. / Choo, B. S. (1995): Required rotations and moment redistribution for composite frames and continuous beams. In: Journal of Constructional Steel Research, v. 35, n. 2 (January 1995).

    https://doi.org/10.1016/0143-974x(94)00037-i

  6. Ahmed, B. / Li, T. Q. / Nethercot, D. A. (1997): Design of composite finplate and angle cleated connections. In: Journal of Constructional Steel Research, v. 41, n. 1 (January 1997).

    https://doi.org/10.1016/s0143-974x(96)00052-1

  7. Li, T. Q. / Nethercot, D. A. / Choo, B. S. (1996): Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios—II. Prediction of moment capacity. In: Journal of Constructional Steel Research, v. 38, n. 2 (June 1996).

    https://doi.org/10.1016/0143-974x(96)00016-8

  8. Li, T. Q. / Nethercot, D. A. / Choo, B. S. (1996): Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios—I. Experimental behaviour. In: Journal of Constructional Steel Research, v. 38, n. 2 (June 1996).

    https://doi.org/10.1016/0143-974x(96)00015-6

  9. Li, T. Q. / Moore, D. B. / Nethercot, D. A. / Choo, B. S. (1996): The experimental behaviour of a full-scale, semi-rigidly connected composite frame: Overall considerations. In: Journal of Constructional Steel Research, v. 39, n. 3 (September 1996).

    https://doi.org/10.1016/s0143-974x(96)00040-5

  10. Li, T. Q. / Moore, D. B. / Nethercot, D. A. / Choo, B. S. (1996): The experimental behaviour of a full-scale, semi-rigidly connected composite frame: Detailed appraisal. In: Journal of Constructional Steel Research, v. 39, n. 3 (September 1996).

    https://doi.org/10.1016/s0143-974x(96)00041-7

  11. Nethercot, D. A. / Li, T. Q. / Ahmed, B. (1998): Unified classification system for beam-to-column connections. In: Journal of Constructional Steel Research, v. 45, n. 1 (January 1998).

    https://doi.org/10.1016/s0143-974x(97)00064-3

  12. Li, T. Q. / Nethercot, D. A. / Lawson, R. M. (2000): Required rotation of composite connections. In: Journal of Constructional Steel Research, v. 56, n. 2 (November 2000).

    https://doi.org/10.1016/s0143-974x(99)00103-0

  13. Li, T. Q. / Nethercot, D. A. / Tizani, W. M. K. (1997): Integrated Design System for Semi-Rigidly Connected Steel Frames. In: Advances in Structural Engineering, v. 1, n. 1 (January 1997).

    https://doi.org/10.1177/136943329700100106

  14. Ye, Mei Xin / Xin, M. Y. / Nethercot, D. A. / Li, T. Q. (1996): Nonlinear Finite-Element Analysis of Composite Frame. Technical Note. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 116, n. 2 (May 1996).

    https://doi.org/10.1680/istbu.1996.28291

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