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Yanglin Gong

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. Xu, Lei / Gong, Yanglin / Guo, Ping (2001): Compressive tests of cold-formed steel curved panels. In: Journal of Constructional Steel Research, v. 57, n. 12 (December 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. In: Journal of Constructional Steel Research, v. 64, n. 5 (May 2008).

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

  3. Gong, Yanglin (2009): Single-angle all-bolted shear connections. In: Journal of Constructional Steel Research, v. 65, n. 6 (June 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. In: Journal of Constructional Steel Research, v. 65, n. 10-11 (October 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. In: Journal of Constructional Steel Research, v. 68 (January 2012).

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

  6. Gong, Yanglin (2013): Re-examination of double-angle knife shear connections. In: Journal of Constructional Steel Research, v. 81 (February 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. In: Journal of Constructional Steel Research, v. 100 (September 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. In: Journal of Constructional Steel Research, v. 139 (December 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. In: 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. In: Computers & Structures, v. 84, n. 7 (February 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. In: Computer-Aided Civil and Infrastructure Engineering, v. 16, n. 2 (March 2001).

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

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

    https://doi.org/10.1260/136943307783571391

  13. Gong, Yanglin (2005): Optimal Stiffness Distribution of Steel Moment Frames under Extreme Earthquake Loading. In: Advances in Structural Engineering, v. 8, n. 6 (December 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. In: Engineering Structures, v. 48 (March 2013).

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

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

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

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

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

  17. Gong, Yanglin / Gillies, Antony (2008): Double-angle shear connections with short outstanding legs. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 35, n. 8 (August 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. In: Practice Periodical on Structural Design and Construction, v. 18, n. 1 (February 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. In: Practice Periodical on Structural Design and Construction, v. 8, n. 4 (November 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. In: Journal of Structural Engineering (ASCE), v. 136, n. 10 (October 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. In: Journal of Structural Engineering (ASCE), v. 132, n. 2 (February 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 41, n. 8 (August 2014).

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

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