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Y. C. Wang

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Feng, M. / Wang, Y. C. / Davies, J. M. (2004): A numerical imperfection sensitivity study of cold-formed thin-walled tubular steel columns at uniform elevated temperatures. In: Thin-Walled Structures, v. 42, n. 4 (April 2004).

    https://doi.org/10.1016/j.tws.2003.12.005

  2. Wong, A. F. L. / Wang, Y. C. (1998): Prediction of The Fundamental Transverse Natural Frequency of Tall Building Structures Using Maximum Static Deflection. In: Journal of Sound and Vibration, v. 216, n. 5 (Oktober 1998).

    https://doi.org/10.1006/jsvi.1998.1797

  3. Roberts, M. J. / Davies, J. M. / Wang, Y. C. (2021): Numerical analysis of a clad portal frame structure tested to destruction. In: Structures, v. 33 (Oktober 2021).

    https://doi.org/10.1016/j.istruc.2021.06.098

  4. Elsawaf, S. / Wang, Y. C. / Mandal, P. (2011): Numerical modelling of restrained structural subassemblies of steel beam and CFT columns connected using reverse channels in fire. In: Engineering Structures, v. 33, n. 4 (April 2011).

    https://doi.org/10.1016/j.engstruct.2010.12.043

  5. Ozyurt, E. / Wang, Y. C. (2019): A numerical investigation of static resistance of welded planar steel tubular joints under in-plane and out-of-plane bending at elevated temperatures. In: Engineering Structures, v. 199 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109622

  6. Wang, Y. C. / Ozyurt, E. (2021): Static resistance of axially loaded multiplanar gap KK-joints of Circular Hollow sections at elevated temperatures. In: Engineering Structures, v. 229 (Februar 2021).

    https://doi.org/10.1016/j.engstruct.2020.111676

  7. Yu, J. L. / Wang, Y. C. (2020): Punching Shear Behavior of an Innovative Connection between Steel-Tubular Column and Flat-Concrete Slab. In: Journal of Structural Engineering (ASCE), v. 146, n. 8 (August 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002724

  8. Othuman Mydin, Md Azree / Wang, Y. C. (2011): Structural performance of lightweight steel-foamed concrete–steel composite walling system under compression. In: Thin-Walled Structures, v. 49, n. 1 (Januar 2011).

    https://doi.org/10.1016/j.tws.2010.08.007

  9. Wang, Y. C. / Yin, Y. Z. (2006): A simplified analysis of catenary action in steel beams in fire and implications on fire resistant design. In: Steel and Composite Structures, v. 6, n. 5 (Oktober 2006).

    https://doi.org/10.12989/scs.2006.6.5.367

  10. Sencu, R. M. / Wang, Y. C. / Yang, J. / Lam, D. (2019): Performance evaluation of demountable shear connectors with collar step at ambient and elevated temperatures. In: Engineering Structures, v. 194 (September 2019).

    https://doi.org/10.1016/j.engstruct.2019.05.059

  11. Wang, Y. C. (1997): Some considerations in the design of unprotected concrete-filled steel tubular columns under fire conditions. In: Journal of Constructional Steel Research, v. 44, n. 3 (Dezember 1997).

    https://doi.org/10.1016/s0143-974x(97)00060-6

  12. Wang, Y. C. (2000): A simple method for calculating the fire resistance of concrete-filled CHS columns. In: Journal of Constructional Steel Research, v. 54, n. 3 (Juni 2000).

    https://doi.org/10.1016/s0143-974x(99)00061-9

  13. Yin, Y. Z. / Wang, Y. C. (2003): Numerical simulations of the effects of non-uniform temperature distributions on lateral torsional buckling resistance of steel I-beams. In: Journal of Constructional Steel Research, v. 59, n. 8 (August 2003).

    https://doi.org/10.1016/s0143-974x(03)00003-8

  14. Yin, Y. Z. / Wang, Y. C. (2004): A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures. In: Journal of Constructional Steel Research, v. 60, n. 7 (Juli 2004).

    https://doi.org/10.1016/j.jcsr.2003.09.005

  15. Ding, J. / Wang, Y. C. (2008): Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire. In: Journal of Constructional Steel Research, v. 64, n. 10 (Oktober 2008).

    https://doi.org/10.1016/j.jcsr.2007.09.014

  16. Jones, M. H. / Wang, Y. C. (2011): Shear and bending behaviour of fin plate connection to concrete filled rectangular steel tubular column — Development of a simplified calculation method. In: Journal of Constructional Steel Research, v. 67, n. 3 (März 2011).

    https://doi.org/10.1016/j.jcsr.2010.10.006

  17. Al-Thairy, Haitham / Wang, Y. C. (2014): A simplified analytical method for predicting the critical velocity of vehicle impact on steel columns. In: Journal of Constructional Steel Research, v. 92 (Januar 2014).

    https://doi.org/10.1016/j.jcsr.2013.10.014

  18. Al-Thairy, Haitham / Wang, Y. C. (2014): Simplified FE vehicle model for assessing the vulnerability of axially compressed steel columns against vehicle frontal impact. In: Journal of Constructional Steel Research, v. 102 (November 2014).

    https://doi.org/10.1016/j.jcsr.2014.07.005

  19. Wang, Y. C. / Restrepo, J. I. (2001): Response of RC T-Beams Strengthened for Flexure with Staggered CFRP Plates. In: Journal of Composites for Construction, v. 5, n. 3 (August 2001).

    https://doi.org/10.1061/(asce)1090-0268(2001)5:3(188)

  20. Wang, C. M. / Wang, Y. C. / Reddy, J. N. (2002): Problems and remedy for the Ritz method in determining stress resultants of corner supported rectangular plates. In: Computers & Structures, v. 80, n. 2 (Januar 2002).

    https://doi.org/10.1016/s0045-7949(01)00168-7

  21. Wang, Y. C. / Salhab, B. (2009): Structural behaviour and design of lightweight structural panels using perforated cold-formed thin-walled sections under compression. In: International Journal of Steel Structures, v. 9, n. 1 ( 2009).

    https://doi.org/10.1007/bf03249480

  22. Wang, Y. C. / Moore, D. B. (1995): Steel frames in fire: analysis. In: Engineering Structures, v. 17, n. 6 (Juli 1995).

    https://doi.org/10.1016/0141-0296(95)00047-b

  23. Dai, X. H. / Wang, Y. C. / Bailey, C. G. (2010): Numerical modelling of structural fire behaviour of restrained steel beam–column assemblies using typical joint types. In: Engineering Structures, v. 32, n. 8 (August 2010).

    https://doi.org/10.1016/j.engstruct.2010.04.009

  24. Mollazadeh, M. H. / Wang, Y. C. (2014): New insights into the mechanism of load introduction into concrete-filled steel tubular column through shear connection. In: Engineering Structures, v. 75 (September 2014).

    https://doi.org/10.1016/j.engstruct.2014.06.002

  25. Wang, Y. C. (2005): Performance of steel-concrete composite structures in fire. In: Progress in Structural Engineering and Materials, v. 7, n. 2 ( 2005).

    https://doi.org/10.1002/pse.197

  26. Wang, Y. C. (2004): Postbuckling Behavior of Axially Restrained and Axially Loaded Steel Columns under Fire Conditions. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (März 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:3(371)

  27. Ozyurt, E. / Wang, Y. C. (2018): Resistance of Axially Loaded T- and X-Joints of Elliptical Hollow Sections at Elevated Temperatures – A Finite Element Study. In: Structures, v. 14 (Juni 2018).

    https://doi.org/10.1016/j.istruc.2018.01.004

  28. Yu, J. L. / Wang, Y. C. (2018): Punching Shear Behavior and Design of an Innovative Connection from Steel Tubular Column to Flat Concrete Slab. In: Journal of Structural Engineering (ASCE), v. 144, n. 9 (September 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002111

  29. Wang, Y. C. / Kodur, V. K. R. (2000): Research Toward Use of Unprotected Steel Structures. In: Journal of Structural Engineering (ASCE), v. 126, n. 12 (Dezember 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:12(1442)

  30. Wang, Y. C. / Choi, C. K. (2007): Steel and Composite Structures. Proceedings of the 3rd International Conference on Steel and Composite Structures, Manchester, UK 30 July-1 August 2007. Taylor & Francis, Abingdon-on-Thames (Großbritannien), ISBN 978-0-415-45141-3.
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