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C. R. Willis

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. 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 (February 2010).

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

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