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Publicité

Yanglin Gong

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. Xu, Lei / Gong, Yanglin / Guo, Ping (2001): Compressive tests of cold-formed steel curved panels. Dans: Journal of Constructional Steel Research, v. 57, n. 12 (décembre 2001).

    https://doi.org/10.1016/s0143-974x(01)00048-7

  2. Gong, Yanglin (2008): Double-angle shear connections with small hollow structural section columns. Dans: Journal of Constructional Steel Research, v. 64, n. 5 (mai 2008).

    https://doi.org/10.1016/j.jcsr.2007.11.006

  3. Gong, Yanglin (2009): Single-angle all-bolted shear connections. Dans: Journal of Constructional Steel Research, v. 65, n. 6 (juin 2009).

    https://doi.org/10.1016/j.jcsr.2008.12.002

  4. Gong, Yanglin (2009): Design moment of shear connections at the ultimate limit state. Dans: Journal of Constructional Steel Research, v. 65, n. 10-11 (octobre 2009).

    https://doi.org/10.1016/j.jcsr.2009.06.004

  5. Gong, Yanglin / Xue, Yusong / Xu, Lei / Grierson, Donald E. (2012): Energy-based design optimization of steel building frameworks using nonlinear response history analysis. Dans: Journal of Constructional Steel Research, v. 68 (janvier 2012).

    https://doi.org/10.1016/j.jcsr.2011.07.002

  6. Gong, Yanglin (2013): Re-examination of double-angle knife shear connections. Dans: Journal of Constructional Steel Research, v. 81 (février 2013).

    https://doi.org/10.1016/j.jcsr.2012.11.005

  7. Gong, Yanglin (2014): Ultimate tensile deformation and strength capacities of bolted-angle connections. Dans: Journal of Constructional Steel Research, v. 100 (septembre 2014).

    https://doi.org/10.1016/j.jcsr.2014.04.029

  8. Gong, Yanglin (2017): Test, modeling and design of bolted-angle connections subjected to column removal. Dans: Journal of Constructional Steel Research, v. 139 (décembre 2017).

    https://doi.org/10.1016/j.jcsr.2017.10.004

  9. Grierson, Donald E. / Gong, Yanglin / Xu, Lei (2006): Optimal Performance-Based Seismic Design using Modal Pushover Analysis. Dans: Journal of Earthquake Engineering, v. 10, n. 1 ( 2006).

    https://doi.org/10.1080/13632460609350588

  10. Gong, Yanglin / Xu, Lei / Grierson, Don E. (2006): Sensitivity analysis of steel moment frames accounting for geometric and material nonlinearity. Dans: Computers & Structures, v. 84, n. 7 (février 2006).

    https://doi.org/10.1016/j.compstruc.2005.10.005

  11. Xu, Lei / Gong, Yanglin (2001): Preliminary Design of Long-Span King-Post Truss Systems with a Genetic Algorithm. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 16, n. 2 (mars 2001).

    https://doi.org/10.1111/0885-9507.00216

  12. Gong, Yanglin (2007): Design Optimization of Long-Span King-Post Trusses. Dans: Advances in Structural Engineering, v. 10, n. 6 (décembre 2007).

    https://doi.org/10.1260/136943307783571391

  13. Gong, Yanglin (2005): Optimal Stiffness Distribution of Steel Moment Frames under Extreme Earthquake Loading. Dans: Advances in Structural Engineering, v. 8, n. 6 (décembre 2005).

    https://doi.org/10.1260/136943305776318428

  14. Gong, Yanglin / Xue, Yusong / Xu, Lei (2013): Optimal capacity design of eccentrically braced steel frameworks using nonlinear response history analysis. Dans: Engineering Structures, v. 48 (mars 2013).

    https://doi.org/10.1016/j.engstruct.2012.10.001

  15. Gong, Yanglin (2010): Analysis and design for the resilience of shear connections. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 37, n. 12 (décembre 2010).

    https://doi.org/10.1139/l10-097

  16. Gong, Yanglin (2006): Adaptive gradual plastic hinge model for nonlinear analysis of steel frameworks. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 33, n. 9 (septembre 2006).

    https://doi.org/10.1139/l06-065

  17. Gong, Yanglin / Gillies, Antony (2008): Double-angle shear connections with short outstanding legs. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 35, n. 8 (août 2008).

    https://doi.org/10.1139/l08-022

  18. Gong, Yanglin (2013): Design of Steel Shear Connections for Eccentricity as a Result of Secondary Bending Moment. Dans: Practice Periodical on Structural Design and Construction, v. 18, n. 1 (février 2013).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000131

  19. Xu, Lei / Gong, Yanglin (2003): Manual Procedures for Least-Weight Design of King-Post Truss Systems. Dans: Practice Periodical on Structural Design and Construction, v. 8, n. 4 (novembre 2003).

    https://doi.org/10.1061/(asce)1084-0680(2003)8:4(195)

  20. Gong, Yanglin (2010): Plastic Behavior of Shear Tabs Welded to Flexible Wall Support. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 10 (octobre 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000223

  21. Xu, Lei / Gong, Yanglin / Grierson, Donald E. (2006): Seismic Design Optimization of Steel Building Frameworks. Dans: Journal of Structural Engineering (ASCE), v. 132, n. 2 (février 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:2(277)

  22. Gong, Yanglin (2014): Shear tab to hollow structural section column connections. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 41, n. 8 (août 2014).

    https://doi.org/10.1139/cjce-2013-0311

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