Article

Camara, A. ORCID: 0000-0002-1675-2640 (2020). A fast mode superposition algorithm and its application to the analysis of bridges under moving loads. Advances in Engineering Software, 151, 102934.. doi: 10.1016/j.advengsoft.2020.102934

Dai, K., Huang, H., Lu, Y., Meng, J., Mao, Z. and Camara, A. ORCID: 0000-0002-1675-2640 (2020). Effects of soil–structure interaction on the design of tuned mass damper to control the seismic response of wind turbine towers with gravity base. Wind Energy, doi: 10.1002/we.2576

Thomaidis, I. M., Kappos, A. J. ORCID: 0000-0002-5566-5021 and Camara, A. ORCID: 0000-0002-1675-2640 (2020). Dynamics and seismic performance of rocking bridges accounting for the abutment-backfill contribution. Earthquake Engineering and Structural Dynamics, doi: 10.1002/eqe.3283

Meng, J., Dai, K., Zhao, Z., Mao, Z., Camara, A. ORCID: 0000-0002-1675-2640, Zhang, S. and Mei, Z. (2020). Study on the aerodynamic damping for the seismic analysis of wind turbines in operation. Renewable Energy, doi: 10.1016/j.renene.2020.05.181

Vazquez, V. F., Hidalgo, M. E., Garcia-Hoz, A. M., Camara, A. ORCID: 0000-0002-1675-2640, Teran, F., Ruiz-Teran, A. M. and Paje, S. E. (2019). Tire/road noise, texture, and vertical accelerations: Surface assessment of an urban road. Applied Acoustics, 160, 107153.. doi: 10.1016/j.apacoust.2019.107153

Camara, A. ORCID: 0000-0002-1675-2640, Kavrakov, I., Nguyen, K. and Morgenthal, G. (2019). Complete framework of wind-vehicle-bridge interaction with random road surfaces. Journal of Sound and Vibration, doi: 10.1016/j.jsv.2019.06.020

Zhao, Z., Dai, K., Camara, A. ORCID: 0000-0002-1675-2640, Bitsuamlak, G. and Sheng, C. (2019). Comparison of wind turbine tower failure modes under seismic and wind loads. Journal of Performance of Constructed Facilities, 33(2), doi: 10.1061/(ASCE)CF.1943-5509.0001279

Camara, A. ORCID: 0000-0002-1675-2640 (2018). Seismic Behaviour of Cable-Stayed Bridges: A Review. Medcrave Online Journal of Civil Engineering, 4(3), pp. 161-169. doi: 10.15406/mojce.2018.04.00115

Dai, K., Sheng, C., Zhao, Z., Yi, Z., Camara, A. and Bitsuamlak, G. (2017). Nonlinear response history analysis and collapse mode study of a wind turbine tower subjected to tropical cyclonic winds. Wind and Structures, 25(1), pp. 79-100. doi: 10.12989/was.2017.25.1.079

Camara, A., Cristantielli, R., Astiz, M. A. and Malaga-Chuquitaype, C. (2017). Design of hysteretic dampers with optimal ductility for the transverse seismic control of cable-stayed bridges. Earthquake Engineering & Structural Dynamics, doi: 10.1002/eqe.2884

Sadowski, A.J., Camara, A., Malaga-Chuquitaype, C. and Dai, K. (2017). Seismic analysis of a tall metal wind turbine support tower with realistic geometric imperfections. Earthquake Engineering and Structural Dynamics, 46(2), pp. 201-219. doi: 10.1002/eqe.2785

Nguyen, K., Camara, A., Rio, O. and Sparowitz, L. (2017). Dynamic Effects of Turbulent Crosswind on the Serviceability State of Vibrations of a Slender Arch Bridge Including Wind-Vehicle-Bridge Interaction. Journal of Bridge Engineering, 22(11), 06017005. doi: 10.1061/(ASCE)BE.1943-5592.0001110

Camara, A., Vazquez, V. F., Ruiz-Teran, A. M. and Paje, S. E. (2017). Influence of the pavement surface on the vibrations induced by heavy traffic in road bridges. Canadian Journal of Civil Engineering, 44(12), pp. 1099-1111. doi: 10.1139/cjce-2017-0310

Camara, A. and Efthymiou, E. (2016). Deck-tower interaction in the transverse seismic response of cable-stayed bridges and optimum con figurations. Engineering Structures, 124, pp. 494-506. doi: 10.1016/j.engstruct.2016.06.017

Shen, X., Camara, A. and Ye, A. J. (2015). Effects of seismic devices on transverse responses of piers in the Sutong Bridge. Earthquake Engineering and Engineering Vibration, 14(4), pp. 611-623. doi: 10.1007/s11803-015-0049-7

Camara, A. and Ruiz-Teran, A. M. (2015). Multi-mode traffic-induced vibrations in composite ladder-deck bridges under heavy moving vehicles. Journal of Sound and Vibration, 355, pp. 264-283. doi: 10.1016/j.jsv.2015.06.026

Camara, A., Astiz, M. A. and Ye, A. J. (2014). Fundamental mode estimation for modern cable-stayed bridges considering the tower flexibility. Journal of Bridge Engineering, 19(6), 04014015. doi: 10.1061/(ASCE)BE.1943-5592.0000585

Camara, A., Nguyen, K., Ruiz-Teran, A. M. and Stafford, P. J. (2014). Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction. Engineering Structures, 61, pp. 61-72. doi: 10.1016/j.engstruct.2013.12.030

Camara, A. and Astiz, M. A. (2014). Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action. Structural Engineering International, 24(1), pp. 27-36. doi: 10.2749/101686614X13830790993762

Camara, A., Ruiz-Teran, A. M. and Stafford, P. J. (2013). Structural behaviour and design criteria of under-deck cable-stayed bridges subjected to seismic action. Earthquake Engineering and Structural Dynamics, 42(6), pp. 891-912. doi: 10.1002/eqe.2251

Camara, A. and Astiz, M. A. (2012). Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation. Engineering Structures, 41, pp. 444-455. doi: 10.1016/j.engstruct.2012.03.059

Conference or Workshop Item

Thomaidis, I. M., Camara, A. and Kappos, A. J. (2017). Simulating the Response of Free-Standing Rocking Rigid Blocks using Abaqus/Standard. Paper presented at the 2017 SIMULIA UK Regional User Meeting, October 18 - 19, 2017, Cheshire, UK.

Efthymiou, E. and Camara, A. (2017). Effect of spatial variability of earthquakes on cable-stayed bridges. Paper presented at the X International Conference on Structural Dynamics, EURODYN 2017, 10-13 Sep 2017, Rome, Italy.

Fonseca, J. ORCID: 0000-0002-7654-6005 and Camara, A. ORCID: 0000-0002-1675-2640 (2017). Using advanced statistical tools to better understand students’ expectation of teaching. Paper presented at the HEA Annual Conference 2017, 04-06 Jul 2017, Manchester, UK.