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D. G. Linzell

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. Sharafbayani, M. / Linzell, D. G. / Chen, C.-C. (2011): Web plumb influence on skewed I-girder, steel bridges during construction. In: Bridge Structures, v. 7, n. 2-3 ( 2011).

    https://doi.org/10.3233/brs-2011-025

  2. Maneetes, H. / Linzell, D. G. (2003): Cross-frame and lateral bracing influence on curved steel bridge free vibration response. In: Journal of Constructional Steel Research, v. 59, n. 9 (September 2003).

    https://doi.org/10.1016/s0143-974x(03)00032-4

  3. Linzell, D. G. / Shura, J. F. (2010): Erection behavior and grillage model accuracy for a large radius curved bridge. In: Journal of Constructional Steel Research, v. 66, n. 3 (March 2010).

    https://doi.org/10.1016/j.jcsr.2009.09.013

  4. Linzell, D. G. (2001): The Role of Computer Models in Full-Scale Bridge Laboratory Tests. In: Computer-Aided Civil and Infrastructure Engineering, v. 16, n. 6 (November 2001).

    https://doi.org/10.1111/0885-9507.00245

  5. He, X. H. / Sheng, X. W. / Scanlon, A. / Linzell, D. G. / Yu, X. D. (2012): Skewed concrete box girder bridge static and dynamic testing and analysis. In: Engineering Structures, v. 39 (June 2012).

    https://doi.org/10.1016/j.engstruct.2012.01.016

  6. Linzell, D. G. / Zureick, A. / Leon, R. T. (2003): Comparison of measured and predicted response of manufactured circular steel tubular members under concentric and eccentric compressive and tensile loads. In: Engineering Structures, v. 25, n. 8 (July 2003).

    https://doi.org/10.1016/s0141-0296(03)00046-4

  7. Nevling, D. L. / Linzell, D. G. (2011): Curved Girder Deformation Prediction Effectiveness Using First-Order, Linear Geometric Finite-Element Models. In: Practice Periodical on Structural Design and Construction, v. 16, n. 2 (May 2011).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000076

  8. Sharafbayani, M. / Linzell, D. G. (2014): Optimizing Horizontally Curved, Steel Bridge, Cross-Frame Arrangements to Enhance Construction Performance. In: Journal of Bridge Engineering (ASCE), v. 19, n. 7 (July 2014).

    https://doi.org/10.1061/(asce)be.1943-5592.0000593

  9. Sharafbayani, M. / Linzell, D. G. (2012): Effect of Temporary Shoring Location on Horizontally Curved Steel I-Girder Bridges during Construction. In: Journal of Bridge Engineering (ASCE), v. 17, n. 3 (May 2012).

    https://doi.org/10.1061/(asce)be.1943-5592.0000269

  10. Bell, B. J. / Linzell, D. G. (2007): Erection Procedure Effects on Deformations and Stresses in a Large-Radius, Horizontally Curved, I-Girder Bridge. In: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (July 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:4(467)

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