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T. J. Sullivan ORCID

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. Xie, R. / Rodgers, G. W. / Sullivan, T. J. (2021): Effect of Damper Sub-System Stiffness on the Response of a Single Degree of Freedom System Equipped with a Viscous Damper. In: Journal of Earthquake Engineering, v. 26, n. 11 (May 2021).

    https://doi.org/10.1080/13632469.2021.1911879

  2. De Francesco, G. / Sullivan, T. J. (2021): Formulation of Localized Damping Models for Large Displacement Analysis of Single-Degree-of-Freedom Inelastic Systems. In: Journal of Earthquake Engineering, v. 26, n. 8 (March 2021).

    https://doi.org/10.1080/13632469.2020.1826370

  3. Cantisani, G. / Della Corte, G. / Sullivan, T. J. / Roldán, R. (2020): Displacement-Based Simplified Seismic Loss Assessment of Steel Buildings. In: Journal of Earthquake Engineering, v. 24 ( 2020).

    https://doi.org/10.1080/13632469.2020.1713932

  4. Mulligan, J. / Sullivan, T. J. / Dhakal, R. P. (2020): Experimental Seismic Performance of Partly-Sliding Partition Walls. In: Journal of Earthquake Engineering, v. 26, n. 3 (June 2020).

    https://doi.org/10.1080/13632469.2020.1733139

  5. Perrone, G. / Cardone, D. / O'Reilly, G. J. / Sullivan, T. J. (2020): Developing a Direct Approach for Estimating Expected Annual Losses of Italian Buildings. In: Journal of Earthquake Engineering, v. 26, n. 1 (April 2020).

    https://doi.org/10.1080/13632469.2019.1657988

  6. Hak, S. / Morandi, P. / Magenes, G. / Sullivan, T. J. (2011): Damage Control for Clay Masonry Infills in the Design of RC Frame Structures. In: Journal of Earthquake Engineering, v. 16, n. 1 ( 2011).

    https://doi.org/10.1080/13632469.2012.670575

  7. Pennucci, D. / Calvi, G. M. / Sullivan, T. J. (2008): Displacement‐Based Design of Precast Walls with Additional Dampers. In: Journal of Earthquake Engineering, v. 13, n. 1 ( 2008).

    https://doi.org/10.1080/13632460902813265

  8. Lago, A. / Sullivan, T. J. / Calvi, G. M. (2009): A Novel Seismic Design Strategy for Structures With Complex Geometry. In: Journal of Earthquake Engineering, v. 14, n. 1 ( 2009).

    https://doi.org/10.1080/13632461003651901

  9. Sullivan, T. J. / Priestley, M. J. N. / Calvi, G. M. (2006): Direct Displacement-based Design Of Frame-wall Structures. In: Journal of Earthquake Engineering, v. 10, n. 1 ( 2006).

    https://doi.org/10.1080/13632460609350630

  10. Sullivan, T. J. / Priestley, M. J. N. / Calvi, G. M. (2005): Development Of An Innovative Seismic Design Procedure For Frame-wall Structures. In: Journal of Earthquake Engineering, v. 9, n. 1 ( 2005).

    https://doi.org/10.1142/s1363246905002407

  11. Sullivan, T. J. / Calvi, G. M. / Priestley, M. J. N. / Kowalsky, M. J. (2003): The Limitations And Performances Of Different Displacement Based Design Methods. In: Journal of Earthquake Engineering, v. 7, n. 1 ( 2003).

    https://doi.org/10.1080/13632460309350478

  12. Pennucci, D. / Sullivan, T. J. / Calvi, G. M. (2011): Displacement Reduction Factors for the Design of Medium and Long Period Structures. In: Journal of Earthquake Engineering, v. 15, n. 1 ( 2011).

    https://doi.org/10.1080/13632469.2011.562073

  13. Sullivan, T. J. / Priestley, M. J. N. / Calvi, G. M. (2008): Estimating the Higher-Mode Response of Ductile Structures. In: Journal of Earthquake Engineering, v. 12, n. 3 ( 2008).

    https://doi.org/10.1080/13632460701512399

  14. Calvi, G. M. / Sullivan, T. J. / Villani, A. (2010): Conceptual Seismic Design of Cable-Stayed Bridges. In: Journal of Earthquake Engineering, v. 14, n. 8 ( 2010).

    https://doi.org/10.1080/13632469.2010.505275

  15. Welch, D. P. / Sullivan, T. J. / Calvi, G. M. (2014): Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering. In: Journal of Earthquake Engineering, v. 18, n. 2 ( 2014).

    https://doi.org/10.1080/13632469.2013.851046

  16. Sullivan, T. J. (2016): Use of Limit State Loss versus Intensity Models for Simplified Estimation of Expected Annual Loss. In: Journal of Earthquake Engineering, v. 20, n. 6 ( 2016).

    https://doi.org/10.1080/13632469.2015.1112325

  17. Sullivan, T. J. / Lago, A. (2012): Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers. In: Engineering Structures, v. 35 (February 2012).

    https://doi.org/10.1016/j.engstruct.2011.11.010

  18. Roldán, R. / Sullivan, T. J. / Della Corte, G. (2016): Displacement-based design of steel moment resisting frames with partially-restrained beam-to-column joints. In: Bulletin of Earthquake Engineering, v. 14, n. 4 (January 2016).

    https://doi.org/10.1007/s10518-016-9879-6

  19. Wijesundara, K. K. / Nascimbene, R. / Sullivan, T. J. (2011): Equivalent viscous damping for steel concentrically braced frame structures. In: Bulletin of Earthquake Engineering, v. 9, n. 5 (April 2011).

    https://doi.org/10.1007/s10518-011-9272-4

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