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N. Chouw

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

  1. Hao, H. / Chouw, N. (2008): Seismic Design of Bridges for Prevention of Girder Pounding. In: Electronic Journal of Structural Engineering, n. 1 (März 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. In: Advances in Structural Engineering, v. 25, n. 7 (April 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. In: 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. In: Computers & Structures, v. 44, n. 1-2 (Juli 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. In: Advances in Structural Engineering, v. 16, n. 1 (Januar 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. In: Advances in Structural Engineering, v. 9, n. 1 (Februar 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. In: Engineering Structures, v. -1 (März 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. In: Engineering Structures, v. 30, n. 1 (Januar 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. In: Engineering Structures, v. 30, n. 1 (Januar 2008).

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

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