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C. R. Willis

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

  1. Lawrence, S. J. / Willis, C. R. / Melkoumian, N. / Griffith, M. C. (2010): Earthquake Design of Unreinforced Masonry Residential Buildings up to 15 Metres in Height. In: Australian Journal of Structural Engineering, v. 10, n. 2 ( 2010).

    https://doi.org/10.1080/13287982.2009.11465035

  2. Lawrence, S. J. / Willis, C. R. / Griffith, M. C. (2008): Earthquake Performance of Unreinforced Masonry Residential Buildings Designed to Australian Standardsd. In: Australian Journal of Structural Engineering, v. 8, n. 1 ( 2008).

    https://doi.org/10.1080/13287982.2008.11464986

  3. Willis, C. R. / Griffith, M. C. / Lawrence, S. J. (2005): Moment Capacities of Unreinforced Masonry Sections in Bending. In: Australian Journal of Structural Engineering, v. 6, n. 2 ( 2005- 2006).

    https://doi.org/10.1080/13287982.2006.11464950

  4. Willis, C. R. / Yang, Q. / Seracino, R. / Griffith, M. C. (2009): Damaged masonry walls in two-way bending retrofitted with vertical FRP strips. In: Construction and Building Materials, v. 23, n. 4 (April 2009).

    https://doi.org/10.1016/j.conbuildmat.2007.09.007

  5. Kashyap, J. / Willis, C. R. / Griffith, M. C. / Ingham, J. M. / Masia, M. J. (2012): Debonding resistance of FRP-to-clay brick masonry joints. In: Engineering Structures, v. 41 (August 2012).

    https://doi.org/10.1016/j.engstruct.2012.03.032

  6. Willis, C. R. / Yang, Q. / Seracino, R. / Griffith, M. C. (2009): Bond behaviour of FRP-to-clay brick masonry joints. In: Engineering Structures, v. 31, n. 11 (November 2009).

    https://doi.org/10.1016/j.engstruct.2009.06.006

  7. Willis, C. R. / Seracino, R. / Griffith, M. C. (2010): Out-of-plane strength of brick masonry retrofitted with horizontal NSM CFRP strips. In: Engineering Structures, v. 32, n. 2 (Februar 2010).

    https://doi.org/10.1016/j.engstruct.2009.10.015

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