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S. S. F. Mehanny 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. Tawadros, H. W. S. / Farag, M. M. N. / Mehanny, S. S. F. (2022): Extent and hierarchy of seismic induced inelastic demands in the substructure system of bridges on piled foundation crossing waterways. In: Bulletin of Earthquake Engineering, v. 20, n. 8 (March 2022).

    https://doi.org/10.1007/s10518-022-01350-x

  2. Farag, M. M. N. / Mehanny, S. S. F. / Kohrangi, M. / Vamvatsikos, D. / Bakhoum, M. M. (2019): Precast Beam Bridges with a Buffer–Gap–Elastomeric Bearings System: Uncertainty in Design Parameters and Randomness in Ground Records. In: Journal of Bridge Engineering (ASCE), v. 24, n. 5 (May 2019).

    https://doi.org/10.1061/(asce)be.1943-5592.0001396

  3. El Howary, H. A. / Mehanny, S. S. F. (2011): Seismic vulnerability evaluation of RC moment frame buildings in moderate seismic zones. In: Earthquake Engineering and Structural Dynamics, v. 40, n. 2 (February 2011).

    https://doi.org/10.1002/eqe.1016

  4. Mehanny, S. S. F. / El Howary, H. A. (2010): Assessment of RC moment frame buildings in moderate seismic zones: Evaluation of Egyptian seismic code implications and system configuration effects. In: Engineering Structures, v. 32, n. 8 (August 2010).

    https://doi.org/10.1016/j.engstruct.2010.04.014

  5. Mehanny, S. S. F. / Ayoub, A. S. (2008): Variability in inelastic displacement demands: Uncertainty in system parameters versus randomness in ground records. In: Engineering Structures, v. 30, n. 4 (April 2008).

    https://doi.org/10.1016/j.engstruct.2007.06.009

  6. Mehanny, S. S. F. / Ramadan, O. M. O. / El Howary, H. A. (2014): Assessment of bridge vulnerability due to seismic excitations considering wave passage effects. In: Engineering Structures, v. 70 (July 2014).

    https://doi.org/10.1016/j.engstruct.2014.04.010

  7. Ramadan, O. M. O. / Mehanny, S. S. F. / Elhowary, H. A. (2014): Seismic vulnerability of box girder continuous bridges under spatially variable ground motions. In: Bulletin of Earthquake Engineering, v. 13, n. 6 (September 2014).

    https://doi.org/10.1007/s10518-014-9683-0

  8. Ishac, M. G. / Mehanny, S. S. F. (2016): Do mixed pier-to-deck connections alleviate irregularity of seismic response of bridges with unequal height piers?. In: Bulletin of Earthquake Engineering, v. 15, n. 1 (July 2016).

    https://doi.org/10.1007/s10518-016-9958-8

  9. Guirguis, J. E. B. / Mehanny, S. S. F. (2013): Evaluating Code Criteria for Regular Seismic Behavior of Continuous Concrete Box Girder Bridges with Unequal Height Piers. In: Journal of Bridge Engineering (ASCE), v. 18, n. 6 (June 2013).

    https://doi.org/10.1061/(asce)be.1943-5592.0000383

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