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Panagiotis E. Mergos 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. Mergos, Panagiotis E. (2024): Benchmark problems in optimum structural design of 3D reinforced concrete frames. In: Journal of Building Engineering, v. 91 (August 2024).

    https://doi.org/10.1016/j.jobe.2024.109554

  2. Mergos, Panagiotis E. (2023): Sustainable and resilient seismic design of reinforced concrete frames with rocking isolation on spread footings. In: Engineering Structures, v. 292 (October 2023).

    https://doi.org/10.1016/j.engstruct.2023.116605

  3. Mergos, Panagiotis E. (2022): Surrogate-based optimum design of 3D reinforced concrete building frames to Eurocodes. In: Developments in the Built Environment, v. 11 (September 2022).

    https://doi.org/10.1016/j.dibe.2022.100079

  4. Zimos, Dimitrios K. / Mergos, Panagiotis E. / Papanikolaou, Vassilis K. / Kappos, Andreas J. (2022): Analysis of Shear-critical reinforced concrete columns under variable axial load. In: Magazine of Concrete Research, v. 74, n. 14 (July 2022).

    https://doi.org/10.1680/jmacr.21.00034

  5. Mergos, Panagiotis E. (2021): Optimum design of 3D reinforced concrete building frames with the flower pollination algorithm. In: Journal of Building Engineering, v. 44 (December 2021).

    https://doi.org/10.1016/j.jobe.2021.102935

  6. Mergos, Panagiotis E. (2018): Seismic design of reinforced concrete frames for minimum embodied CO 2 emissions. In: Energy and Buildings, v. 162 (March 2018).

    https://doi.org/10.1016/j.enbuild.2017.12.039

  7. Mergos, Panagiotis E. (2020): Minimum cost performance‐based seismic design of reinforced concrete frames with pushover and nonlinear response‐history analysis. In: Structural Concrete, v. 21, n. 2 (April 2020).

    https://doi.org/10.1002/suco.201900211

  8. Mergos, Panagiotis E. / Sextos, Anastasios G. (2019): Selection of earthquake ground motions for multiple objectives using genetic algorithms. In: Engineering Structures, v. 187 (May 2019).

    https://doi.org/10.1016/j.engstruct.2019.02.067

  9. Mergos, Panagiotis E. (2017): Optimum seismic design of reinforced concrete frames according to Eurocode 8 and fib Model Code 2010. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 7 (June 2017).

    https://doi.org/10.1002/eqe.2851

  10. Mergos, Panagiotis E. / Kappos, Andreas J. (2012): A gradual spread inelasticity model for R/C beam–columns, accounting for flexure, shear and anchorage slip. In: Engineering Structures, v. 44 (November 2012).

    https://doi.org/10.1016/j.engstruct.2012.05.035

  11. Mergos, Panagiotis E. / Kappos, Andreas J. (2009): Seismic damage analysis including inelastic shear–flexure interaction. In: Bulletin of Earthquake Engineering, v. 8, n. 1 (May 2009).

    https://doi.org/10.1007/s10518-009-9161-2

  12. Mergos, Panagiotis E. / Beyer, Katrin (2014): Loading protocols for European regions of low to moderate seismicity. In: Bulletin of Earthquake Engineering, v. 12, n. 6 (April 2014).

    https://doi.org/10.1007/s10518-014-9603-3

  13. Mergos, Panagiotis E. (2018): Contribution to sustainable seismic design of reinforced concrete members through embodied CO2 emissions optimization. In: Structural Concrete, v. 19, n. 2 (April 2018).

    https://doi.org/10.1002/suco.201700064

  14. Zimos, Dimitrios K. / Mergos, Panagiotis E. / Kappos, Andreas J. (2018): Modelling of R/C members accounting for shear failure localisation: Finite element model and verification. In: Earthquake Engineering and Structural Dynamics, v. 47, n. 7 (June 2018).

    https://doi.org/10.1002/eqe.3033

  15. Zimos, Dimitrios K. / Mergos, Panagiotis E. / Kappos, Andreas J. (2018): Modelling of R/C members accounting for shear failure localisation: Hysteretic shear model. In: Earthquake Engineering and Structural Dynamics, v. 47, n. 8 (10 July 2018).

    https://doi.org/10.1002/eqe.3037

  16. Mergos, Panagiotis E. / Kappos, Andreas J. (2015): Estimating fixed-end rotations of reinforced concrete members at yielding and ultimate. In: Structural Concrete, v. 16, n. 4 (December 2015).

    https://doi.org/10.1002/suco.201400067

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