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    Items where Author is "Camara, A."

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    Number of items: 29.

    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

    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 (2021). 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

    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

    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. (2020). 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

    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

    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., 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

    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

    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

    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

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