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Jamie Ellen Padgett 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. Bandini, Pedro Alexandre Conde / Siqueira, Gustavo Henrique / Padgett, Jamie Ellen / Paultre, Patrick (2022): Seismic Performance Assessment of a Retrofitted Bridge with Natural Rubber Isolators in Cold Weather Environments Using Fragility Surfaces. In: Journal of Bridge Engineering (ASCE), v. 27, n. 6 (June 2022).

    https://doi.org/10.1061/(asce)be.1943-5592.0001873

  2. Wang, Xiaowei / Shafieezadeh, Abdollah / Padgett, Jamie Ellen (2021): FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading. In: Bulletin of Earthquake Engineering, v. 19, n. 6 (April 2021).

    https://doi.org/10.1007/s10518-021-01082-4

  3. Misra, Sushreyo / Padgett, Jamie Ellen (2019): Seismic Fragility of Railway Bridge Classes: Methods, Models, and Comparison with the State of the Art. In: Journal of Bridge Engineering (ASCE), v. 24, n. 12 (December 2019).

    https://doi.org/10.1061/(asce)be.1943-5592.0001485

  4. Padgett, Jamie Ellen / DesRoches, Reginald / Ehlinger, Russell (2010): Experimental response modification of a four-span bridge retrofit with shape memory alloys. In: Structural Control and Health Monitoring, v. 17, n. 6 (October 2010).

    https://doi.org/10.1002/stc.351

  5. Freddi, Fabio / Padgett, Jamie Ellen / Dall'Asta, Andrea (2016): Probabilistic seismic demand modeling of local level response parameters of an RC frame. In: Bulletin of Earthquake Engineering, v. 15, n. 1 (July 2016).

    https://doi.org/10.1007/s10518-016-9948-x

  6. Padgett, Jamie Ellen / DesRoches, Reginald (2007): Sensitivity of Seismic Response and Fragility to Parameter Uncertainty. In: Journal of Structural Engineering (ASCE), v. 133, n. 12 (December 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:12(1710)

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