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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. Gillespie, J. W. / Eckel, D. A. / Edberg, W. M. / Sabol, S. A. / Mertz, D. R. / Chajes, M. J. / Shenton, H. W. / Hu, C. / Chaudhri, M. / Faqiri, A. / Soneji, J. (2000): Bridge 1-351 over Muddy Run: Design, Testing, and Erection of an All-Composite Bridge. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1696, n. 1 (January 2000).

    https://doi.org/10.3141/1696-52

  2. Dweib, M. A. / Hu, B. / O'Donnell, A. / Shenton, H. W. / Wool, R. P. (2004): All natural composite sandwich beams for structural applications. In: Composite Structures, v. 63, n. 2 (February 2004).

    https://doi.org/10.1016/s0263-8223(03)00143-0

  3. Dweib, M. A. / Hu, B. / Shenton, H. W. / Wool, R. P. (2006): Bio-based composite roof structure: Manufacturing and processing issues. In: Composite Structures, v. 74, n. 4 (August 2006).

    https://doi.org/10.1016/j.compstruct.2005.04.018

  4. Lin, A. N. / Shenton, H. W. (1992): Seismic Performance of Fixed‐Base and Base‐Isolated Steel Frames. In: Journal of Engineering Mechanics (ASCE), v. 118, n. 5 (May 1992).

    https://doi.org/10.1061/(asce)0733-9399(1992)118:5(921)

  5. Shenton, H. W. / Lin, A. N. (1993): Relative Performance of Fixed‐Base and Base‐Isolated Concrete Frames. In: Journal of Structural Engineering (ASCE), v. 119, n. 10 (October 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:10(2952)

  6. Dinehart, D. W. / Blasetti, A. S. / Shenton, H. W. (2008): Experimental Cyclic Performance of Viscoelastic Gypsum Connections and Shear Walls. In: Journal of Structural Engineering (ASCE), v. 134, n. 1 (January 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:1(87)

  7. Chajes, M. J. / Shenton, H. W. (2006): Using diagnostic load tests for accurate load rating of typical bridges. In: Bridge Structures, v. 2, n. 1 (March 2006).

    https://doi.org/10.1080/15732480600730805

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