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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. Tong, G. S. / Yan, X. X. / Zhang, L. (2005): Warping and bimoment transmission through diagonally stiffened beam-to-column joints. In: Journal of Constructional Steel Research, v. 61, n. 6 (June 2005).

    https://doi.org/10.1016/j.jcsr.2004.12.002

  2. Tong, G. S. / Ji, Y. (2007): Buckling of frames braced by flexural bracing. In: Journal of Constructional Steel Research, v. 63, n. 2 (February 2007).

    https://doi.org/10.1016/j.jcsr.2006.04.002

  3. Zhang, L. / Tong, G. S. (2007): Out-of-plane stability of simply supported beams with knee braces. In: Journal of Constructional Steel Research, v. 63, n. 2 (February 2007).

    https://doi.org/10.1016/j.jcsr.2006.04.003

  4. Tong, G. S. / Wang, J. P. (2006): Column effective lengths considering inter-story and inter-column interactions in sway-permitted frames. In: Journal of Constructional Steel Research, v. 62, n. 5 (May 2006).

    https://doi.org/10.1016/j.jcsr.2005.09.003

  5. Zhang, L. / Tong, G. S. / Ji, Y. (2015): Buckling of Flexural-Shear Bracing System and Its Braced Steel Frames. In: Advances in Structural Engineering, v. 18, n. 11 (November 2015).

    https://doi.org/10.1260/1369-4332.18.11.1831

  6. Zhao, W. / Tong, G. S. (2012): Demand on Stiffeners in Stiffened Extended End-Plate Connections. In: Advances in Structural Engineering, v. 15, n. 8 (August 2012).

    https://doi.org/10.1260/1369-4332.15.8.1455

  7. Han, K. J. / Tong, G. S. (1985): Analysis of hyperbolic cooling towers with local imperfections. In: Engineering Structures, v. 7, n. 4 (October 1985).

    https://doi.org/10.1016/0141-0296(85)90008-2

  8. Ren, T. / Tong, G. S. (2005): Elastic buckling of web plates in I-girders under patch and wheel loading. In: Engineering Structures, v. 27, n. 10 (August 2005).

    https://doi.org/10.1016/j.engstruct.2005.05.006

  9. Tong, G. S. / Xing, G. R. (2007): Determination of buckling mode for braced elastic–plastic frames. In: Engineering Structures, v. 29, n. 10 (October 2007).

    https://doi.org/10.1016/j.engstruct.2006.12.001

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