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T. J. Sullivan ORCID

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

  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 (Mai 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 (März 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 (Juni 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 (Februar 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 (Januar 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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