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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. Hao, H. / Chouw, N. (2008): Seismic Design of Bridges for Prevention of Girder Pounding. Dans: Electronic Journal of Structural Engineering, n. 1 (mars 2008).

    https://doi.org/10.56748/ejse.9301

  2. Yang, Z. / Meng, D. / Chouw, N. (2022): Effect of pier height and support flexibility on seismic response of bridges including poundings. Dans: Advances in Structural Engineering, v. 25, n. 7 (avril 2022).

    https://doi.org/10.1177/13694332221080612

  3. Hao, H. / Chouw, N. (2008): Response of a Rc Bridge in WA to Simulated Spatially Varying Seismic Ground Motions. Dans: Australian Journal of Structural Engineering, v. 8, n. 1 ( 2008).

    https://doi.org/10.1080/13287982.2008.11464989

  4. Shu, Wang / Schmid, G. / Chouw, N. (1992): Geometrical interaction effects on the dynamic responses of soil-structure systems. Dans: Computers & Structures, v. 44, n. 1-2 (juillet 1992).

    https://doi.org/10.1016/0045-7949(92)90256-y

  5. Qin, X. / Chen, Y. / Chouw, N. (2013): Effect of Uplift and Soil Nonlinearity on Plastic Hinge Development and Induced Vibrations in Structures. Dans: Advances in Structural Engineering, v. 16, n. 1 (janvier 2013).

    https://doi.org/10.1260/1369-4332.16.1.135

  6. Chouw, N. / Hao, H. / Su, H. (2006): Multi-Sided Pounding Response of Bridge Structures with Non-Linear Bearings to Spatially Varying Ground Excitation. Dans: Advances in Structural Engineering, v. 9, n. 1 (février 2006).

    https://doi.org/10.1260/136943306776232936

  7. Khatiwada, S. / Chouw, N. / Butterworth, J. W. (2014): A generic structural pounding model using numerically exact displacement proportional damping. Dans: Engineering Structures, v. -1 (mars 2014).

    https://doi.org/10.1016/j.engstruct.2014.01.016

  8. Chouw, N. / Hao, H. (2008): Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on response with conventional expansion joint. Dans: Engineering Structures, v. 30, n. 1 (janvier 2008).

    https://doi.org/10.1016/j.engstruct.2007.03.002

  9. Chouw, N. / Hao, H. (2008): Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint. Dans: Engineering Structures, v. 30, n. 1 (janvier 2008).

    https://doi.org/10.1016/j.engstruct.2007.02.020

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