Items where City Author is "Mergos, Panagiotis"

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Article

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. & 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. & 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. & 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. & 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. & 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. & 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. & 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. & 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. & 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. & 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. & 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

Book Section

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

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