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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. Hong, H. P. / Tang, Q. / Yang, S. C. / Cui, X. Z. / Cannon, A. J. / Lounis, Z. / Irwin, P. (2021): Calibration of the design wind load and snow load considering the historical climate statistics and climate change effects. Dans: Structural Safety, v. 93 (novembre 2021).

    https://doi.org/10.1016/j.strusafe.2021.102135

  2. Hong, H. P. / Yang, S. C. (2019): Reliability and fragility assessment of the mid- and high-rise wood buildings subjected to bidirectional seismic excitation. Dans: Engineering Structures, v. 201 (décembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109734

  3. Yang, S. C. / King, J. P. C. / Hong, H. P. (2020): Validation of fatigue design wind loads for natural wind gusts and for truck-induced wind gusts using full-scale measurements. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 198 (mars 2020).

    https://doi.org/10.1016/j.jweia.2019.104084

  4. Yang, S. C. / Hong, Hanping / Bartlett, Mike (2020): Responses and Capacity Curves of Mid- and High-rise Wood Buildings Subjected to Seismic Excitations. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 47, n. 1 (janvier 2020).

    https://doi.org/10.1139/cjce-2018-0300

  5. Yang, S. C. / Hong, H. P. (2016): Nonlinear inelastic responses of transmission tower-line system under downburst wind. Dans: Engineering Structures, v. 123 (septembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.05.047

  6. Yang, S. C. / Liu, T. J. / Hong, H. P. (2017): Reliability of Tower and Tower-Line Systems under Spatiotemporally Varying Wind or Earthquake Loads. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 10 (octobre 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001835

  7. Park, J. W. / Kim, C. H. / Yang, S. C. (2003): Ultimate Strength of Ribbed Slab Composite Beams with Web Openings. Dans: Journal of Structural Engineering (ASCE), v. 129, n. 6 (juin 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:6(810)

  8. Park, J. W. / Kang, S. M. / Yang, S. C. (2005): Experimental Studies of Wide Flange Beam to Square Concrete-Filled Tube Column Joints with Stiffening Plates Around the Column. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 12 (décembre 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:12(1866)

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