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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. Bisadi, Vahid / Head, Monique / Cline, Daren B. H. (2011): Seismic effects of elevating bridges with steel pedestals in the southeastern United States. In: Engineering Structures, v. 33, n. 12 (December 2011).

    https://doi.org/10.1016/j.engstruct.2011.08.025

  2. Bisadi, Vahid / Padgett, Jamie E. (2015): Explicit Time-Dependent Multi-Hazard Cost Analysis Based on Parameterized Demand Models for the Optimum Design of Bridge Structures. In: Computer-Aided Civil and Infrastructure Engineering, v. 30, n. 7 (June 2015).

    https://doi.org/10.1111/mice.12131

  3. Ebad Sichani, Majid / Padgett, Jamie E. / Bisadi, Vahid (2018): Probabilistic seismic analysis of concrete dry cask structures. In: Structural Safety, v. 73 (July 2018).

    https://doi.org/10.1016/j.strusafe.2018.03.001

  4. Bisadi, Vahid / Gardoni, Paolo / Head, Monique (2014): Decision analysis for elevating bridge decks with steel pedestals. In: Structure and Infrastructure Engineering, v. 10, n. 8 (May 2014).

    https://doi.org/10.1080/15732479.2013.788523

  5. Bisadi, Vahid / Head, Monique (2011): Evaluation of Combination Rules for Orthogonal Seismic Demands in Nonlinear Time History Analysis of Bridges. In: Journal of Bridge Engineering (ASCE), v. 16, n. 6 (November 2011).

    https://doi.org/10.1061/(asce)be.1943-5592.0000241

  6. Bisadi, Vahid / Gardoni, Paolo / Head, Monique (2011): Probabilistic Capacity Models and Fragility Estimates for Steel Pedestals Used to Elevate Bridges. In: Journal of Structural Engineering (ASCE), v. 137, n. 12 (December 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000404

  7. Bisadi, Vahid / Gardoni, Paolo / Head, Monique (2013): Probabilistic Demand Models and Fragility Estimates for Bridges Elevated with Steel Pedestals. In: Journal of Structural Engineering (ASCE), v. 139, n. 9 (September 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000741

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