Items where Author is "Camara, A."
Article
Camara, A. & Reyes-Aldasoro, C. C. 
ORCID: 0000-0002-9466-2018 (2024).
Dynamic analysis of the effects of vehicle movement over bridges observed with CCTV images.
Engineering Structures, 317,
article number 118653.
doi: 10.1016/j.engstruct.2024.118653
Camara, A., Fernandez-Elvira, L. E., Stroumpouli, C. & Jagadeesh, C. (2023). Skew wind actions on vehicles crossing bridges with solid parapets. Journal of Wind Engineering and Industrial Aerodynamics, 240, article number 105485. doi: 10.1016/j.jweia.2023.105485
Efthymiou, E. & Camara, A. ORCID: 0000-0002-1675-2640 (2021).
Inelastic response of cable-stayed bridges subjected to non-uniform motions.
Bulletin of Earthquake Engineering, 19(6),
pp. 2691-2710.
doi: 10.1007/s10518-021-01079-z
Camara, A. ORCID: 0000-0002-1675-2640 (2021).
A fast mode superposition algorithm and its application to the analysis of bridges under moving loads.
Advances in Engineering Software, 151,
article number 102934.
doi: 10.1016/j.advengsoft.2020.102934
Camara, A. ORCID: 0000-0002-1675-2640 (2021).
Vehicle-bridge interaction and driving accident risks under skew winds.
Journal of Wind Engineering and Industrial Aerodynamics, 214,
article number 104672.
doi: 10.1016/j.jweia.2021.104672
Dai, K., Huang, H., Lu, Y. , Meng, J., Mao, Z. & 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, 24(4),
pp. 323-344.
doi: 10.1002/we.2576
Thomaidis, I. M., Kappos, A. J. ORCID: 0000-0002-5566-5021 & 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, 49(12),
pp. 1161-1179.
doi: 10.1002/eqe.3283
Meng, J., Dai, K., Zhao, Z. , Mao, Z., Camara, A. ORCID: 0000-0002-1675-2640, Zhang, S. & Mei, Z. (2020).
Study on the aerodynamic damping for the seismic analysis of wind turbines in operation.
Renewable Energy, 159,
pp. 1224-1242.
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. & Paje, S. E. (2019).
Tire/road noise, texture, and vertical accelerations: Surface assessment of an urban road.
Applied Acoustics, 160,
article number 107153.
doi: 10.1016/j.apacoust.2019.107153
Camara, A. ORCID: 0000-0002-1675-2640, Kavrakov, I., Nguyen, K. & Morgenthal, G. (2019).
Complete framework of wind-vehicle-bridge interaction with random road surfaces.
Journal of Sound and Vibration, 458,
pp. 197-217.
doi: 10.1016/j.jsv.2019.06.020
Zhao, Z., Dai, K., Camara, A. ORCID: 0000-0002-1675-2640 , Bitsuamlak, G. & Sheng, C. (2019).
Comparison of wind turbine tower failure modes under seismic and wind loads.
Journal of Performance of Constructed Facilities, 33(2),
article number 04019015.
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. & 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. & Malaga-Chuquitaype, C. (2017). Design of hysteretic dampers with optimal ductility for the transverse seismic control of cable-stayed bridges. Earthquake Engineering & Structural Dynamics, 46(11), pp. 1811-1833. doi: 10.1002/eqe.2884
Sadowski, A.J., Camara, A., Malaga-Chuquitaype, C. & 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. & 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), article number 06017005. doi: 10.1061/(asce)be.1943-5592.0001110
Camara, A., Vazquez, V. F., Ruiz-Teran, A. M. & 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. & 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. & 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. & 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. & Ye, A. J. (2014). Fundamental mode estimation for modern cable-stayed bridges considering the tower flexibility. Journal of Bridge Engineering, 19(6), article number 4014015. doi: 10.1061/(asce)be.1943-5592.0000585
Camara, A., Nguyen, K., Ruiz-Teran, A. M. & 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. & 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. & 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. & 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. & 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. & 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 & 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.
Other
Camara, A. & Reyes-Aldasoro, C. C. ORCID: 0000-0002-9466-2018 (2024).
Dynamic analysis of the effects of vehicle movement over bridges observed with CCTV images.
doi: 10.31224/3465