[J.02] Sextos, A. G., Pitilakis, K. D., & Kappos, A. J. (2003). Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 1: Methodology and analytical tools. Earthquake Engineering & Structural Dynamics, 32(4), 607–627.

[J.03] Sextos, A. G., Kappos, A. J., & Pitilakis, K. D. (2003). Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric study. Earthquake Engineering & Structural Dynamics, 32(4), 629–652.

[J.06] Burdette, N. J., Elnashai, A. S., Lupoi, A., & Sextos, A. G. (2008). Effect of Asynchronous Earthquake Motion on Complex Bridges. I: Methodology and Input Motion. Journal of Bridge Engineering, 13(2), 158–165.

[J.07] Sextos, A. G., & Kappos, A. J. (2009). Evaluation of seismic response of bridges under asynchronous excitation and comparisons with Eurocode 8-2 provisions. Bulletin of Earthquake Engineering, 7(2), 519–545.

[J.09] * Katsanos, E. I., Sextos, A. G., & Manolis, G. D. (2010). Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective. Soil Dynamics and Earthquake Engineering, 30(4), 157–169.

[J.11] Sextos, A. G., Katsanos, E. I., & Manolis, G. D. (2011). EC8-based earthquake record selection procedure evaluation: Validation study based on observed damage of an irregular R/C building. Soil Dynamics and Earthquake Engineering, 31(4), 583–597.

[J.15] Katsanos, E. I., & Sextos, A. G. (2013). ISSARS: An integrated software environment for structure-specific earthquake ground motion selection. Advances in Engineering Software, 58, 70–85.

[J.19] Katsanos, E. I., Sextos, A. G., & Elnashai, A. S. (2014). Prediction of inelastic response periods of buildings based on intensity measures and analytical model parameters. Engineering Structures, 71, 161–177.

[J.21] Sextos, A. G., Karakostas, C., Lekidis, V., & Papadopoulos, S. (2015). Multiple support seismic excitation of the Evripos bridge based on free-field and on-structure recordings. Structure and Infrastructure Engineering, 11(11), 1510–1523.

[J.23] Katsanos, E. I., & Sextos, A. G. (2015). Inelastic spectra to predict period elongation of structures under earthquake loading. Earthquake Engineering & Structural Dynamics, 44(11), 1765–1782.

[J.25] Sextos, A. G., Mylonakis, G. E., & Mylona, E.-K. (2015). Rotational excitation of bridges supported on pile groups in soft or liquefiable soil deposits. Computers & Structures, 155, 54–66.

[J.27] Taskari, O., & Sextos, A. G. (2015). Multi-angle, multi-damage fragility curves for seismic assessment of bridges. Earthquake Engineering & Structural Dynamics, 44(13), 2281–2301.

[J.35] Mylona, E.-K. V., Sextos, A. G., & Mylonakis, G. E. (2017). Rotational seismic excitation effects on CIDH pile-supported bridge piers. Engineering Structures, 138, 181–194.

[J.38] Katsanos, E. I., & Sextos, A. G. (2018). Structure-specific selection of earthquake ground motions for the reliable design and assessment of structures. Bulletin of Earthquake Engineering, 16(2), 583–611.

[J.44] Papadopoulos, S. P., & Sextos, A. G. (2018). Anti-symmetric mode excitation and seismic response of base-isolated bridges under asynchronous input motion. Soil Dynamics and Earthquake Engineering, 113.

[J.51] Mergos, P. E., & Sextos, A. G. (2019). Selection of earthquake ground motions for multiple objectives using genetic algorithms. Engineering Structures, 187, 414–427.

[J.60] Papadopoulos, S. P., & Sextos, A. G. (2020). Simplified design of bridges for multiple-support earthquake excitation. Soil Dynamics and Earthquake Engineering, 131, 106013.

[J.64] Feng, R., Deng, T., Lao, T., Sextos, A. G., & Yuan, W. (2020). Theory and experimental verification of a resultant response-based method for assessing the critical seismic excitation direction of curved bridges. Engineering Structures, 216, 110713.

[J.82] Feng, R., Yuan, W., & Sextos, A.G. (2021). Probabilistic loss assessment of curved bridges considering the effect of ground motion directionality. Earthquake Engineering & Structural Dynamics, 50(13), 3623–3645.

[J.89] Ji, D., Katsanos, E. I., Trevlopoulos, K., & Sextos, A. G. (2022). Decoupled Fourier Amplitude spectrum to identify the inelastic dynamic characteristics of structures under earthquake loading. Soil Dynamics and Earthquake Engineering, 162, 107462.

[J.90] Feng, R., Papadopoulos, S. P., Yuan, W., & Sextos, A. G. (2022). Loss estimation of curved bridges considering the incidence angle and spatial variability of earthquake ground motion. Soil Dynamics and Earthquake Engineering, 163, 107523.