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Number of items: **26**.

Mergos, P.E. ORCID: 0000-0003-3817-9520 and Mantoglou, F. (2020).
Optimum design of reinforced concrete retaining walls with the flower pollination algorithm.
*Structural and Multidisciplinary Optimization*, 61(2),
pp. 575-585.
doi: 10.1007/s00158-019-02380-x

Zimos, D.K., Papanikolaou, V.K., Kappos, A. J. ORCID: 0000-0002-5566-5021 and Mergos, P.E. ORCID: 0000-0003-3817-9520 (2020).
Shear critical R/C columns under increasing axial load.
*ACI Structural Journal*, 117(5),
pp. 29-40.
doi: 10.14359/51725886

Mergos, P.E. ORCID: 0000-0003-3817-9520 (2019).
Minimum cost performance-based seismic design of reinforced concrete frames with pushover and nonlinear response-history analysis.
*Structural Concrete*,
doi: 10.1002/suco.201900211

Mergos, P.E. ORCID: 0000-0003-3817-9520 and Sextos, A. (2019).
Selection of earthquake ground motions for multiple objectives using genetic algorithms.
*Engineering Structures*, 187,
pp. 414-427.
doi: 10.1016/j.engstruct.2019.02.067

Mergos, P. E. ORCID: 0000-0003-3817-9520 (2018).
Efficient optimum seismic design of reinforced concrete frames with nonlinear structural analysis procedures.
*Structural and Multidisciplinary Optimization*,
doi: 10.1007/s00158-018-2036-x

Zimos, D.K., Mergos, P.E. and Kappos, A. J. (2018).
Modelling of R/C members accounting for shear failure localisation: Finite element model and verification.
*Earthquake Engineering and Structural Dynamics*, 47(8),
pp. 1722-1741.
doi: 10.1002/eqe.3037

Zimos, D.K., Mergos, P.E. and Kappos, A. J. (2018).
Modelling of R/C members accounting for shear failure localisation: Hysteretic shear model.
*Earthquake Engineering and Structural Dynamics*, 47(7),
pp. 1631-1650.
doi: 10.1002/eqe.3033

Mergos, P.E. (2018).
Seismic design of reinforced concrete frames for minimum embodied CO2 emissions.
*Energy and Buildings*, 162,
pp. 177-186.
doi: 10.1016/j.enbuild.2017.12.039

Mergos, P.E. (2017).
Contribution to sustainable seismic design of reinforced concrete members through embodied CO2 emissions optimization.
*Structural Concrete*,
doi: 10.1002/suco.201700064

Mergos, P.E. (2016).
Optimum seismic design of reinforced concrete frames according to Eurocode 8 and fib Model Code 2010.
*Earthquake Engineering and Structural Dynamics*,
doi: 10.1002/eqe.2851

Mergos, P.E. and Beyer, K. (2015).
Displacement-based seismic design of symmetric single-storey wood-frame buildings with the aid of N2 method.
*Frontiers in Built Environment*, 1,
.10.
doi: 10.3389/fbuil.2015.00010

Mergos, P.E. and Kappos, A. J. (2015).
A combined damage index for seismic assessment of non-ductile reinforced concrete structures.
*Civil-Comp Proceedings*, 108,
144..
doi: 10.4203/ccp.108.144

Mergos, P.E. and Kappos, A. J. (2015).
Estimating fixed-end rotations of reinforced concrete members at yielding and ultimate.
*Structural Concrete*, 16(4),
pp. 537-545.
doi: 10.1002/suco.201400067

Mergos, P.E. and Beyer, K. (2014).
Modelling shear-flexure interaction in equivalent frame models of slender reinforced concrete walls.
*Structural Design of Tall and Special Buildings*, 23(15),
pp. 1171-1189.
doi: 10.1002/tal.1114

Mergos, P.E. and Beyer, K. (2014).
Modelling shear-flexure interaction in equivalent frame models of slender RC walls.
*The Structural Design of Tall and Special Buildings*, 23(15),
pp. 1171-1189.
doi: 10.1002/tal.1114

Mergos, P.E. and Beyer, K. (2014).
Loading protocols for European regions of low to moderate seismicity.
*Bulletin of Earthquake Engineering*,
pp. 1-24.
doi: 10.1007/s10518-014-9603-3

Mergos, P.E. and Kappos, A. J. (2013).
A combined local damage index for seismic assessment of existing RC structures.
*Earthquake Engineering and Structural Dynamics*, 42(6),
pp. 833-852.
doi: 10.1002/eqe.2247

Mergos, P.E. and Kappos, A. J. (2013).
Analytical study on the influence of distributed beam vertical loading on seismic response of frame structures.
*Earthquake and Structures*, 5(2),
pp. 239-259.

Mergos, P.E. (2013).
The anchorage-slip effect on direct displacement-based design of R/C bridge piers for limiting material strains.
*Computers and Concrete*, 11(6),
pp. 493-513.
doi: 10.12989/cac.2013.11.6.493

Mergos, P.E. and Kappos, A. J. (2010).
Seismic damage analysis including inelastic shear-flexure interaction.
*Bulletin of Earthquake Engineering*, 8(1),
pp. 27-46.
doi: 10.1007/s10518-009-9161-2

Mergos, P.E. and Kappos, A. J. (2008).
A distributed shear and flexural flexibility model with shear-flexure interaction for R/C members subjected to seismic loading.
*Earthquake Engineering & Structural Dynamics*, 37(12),
pp. 1349-1370.
doi: 10.1002/eqe.812

Mergos, P.E. and Kawashima, K. (2005).
Rocking isolation of a typical bridge pier on spread foundation.
*Journal of Earthquake Engineering*, 9(Sup2),
pp. 395-414.
doi: 10.1142/S1363246905002456

Mergos, P.E. (2016).
Optimum design of reinforced concrete frames according to EC8 and MC2010 with Genetic Algorithms.
In:
*Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2016.*
(pp. 3505-3518). Greece: Institute of Structural Analysis and Antiseismic Research, National Technical University of Athens (NTUA).
ISBN 9786188284401

Mergos, P.E. and Kappos, A. J. (2013).
Damage Analysis of Reinforced Concrete Structures with Substandard Detailing.
In: Papadrakakis, M., Fragiadakis, M. and Plevris, V. (Eds.),
*Computational methods in earthquake engineering: Volume 2.*
Computational Methods in Applied Sciences, 30.
(pp. 149-176). Springer.
ISBN 978-94-007-6572-6

Mergos, P.E. ORCID: 0000-0003-3817-9520 (2019).
*Sustainable seismic design of RC frames with structural optimisation techniques*.
Paper presented at the ociety for Earthquake and Civil Engineering Dynamics (SECED) 2019 Conference, 9-10 Sep 2019, London, UK.

Mergos, P.E. ORCID: 0000-0003-3817-9520 and Sextos, A. (2018).
*Multi-objective optimum selection of ground motion records with genetic algorithms*.
Paper presented at the 16th European Conference on Earthquake Engineering- 16ECEE, 18 - 21 June 2018, Thessaloniki, Greece.