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Number of items: **22**.

Mergos, P.E. ORCID: 0000-0003-3817-9520 and Mantoglou, F. (2019).
Optimum design of reinforced concrete retaining walls with the flower pollination algorithm.
*Structural and Multidisciplinary Optimization*,

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. (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 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. 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. (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