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- T Technology (3273)
**TG Bridge engineering**(27)

- T Technology (3273)

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Number of items at this level: **27**.

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,
104672.
doi: 10.1016/j.jweia.2021.104672

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,
102934.
doi: 10.1016/j.advengsoft.2020.102934

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. & 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

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),
4014015.
doi: 10.1061/(ASCE)BE.1943-5592.0000585

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

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. & 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., 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., 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

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

Efthymiou, Eleftheria-Anthi (2019).
*The effect of multi-angle spatially variable ground motions on the seismic behaviour of cable-stayed bridges*.
(Unpublished Doctoral thesis, City, University of London)

Gkatzogias, K.I. (2017).
*Performance-based seismic design of concrete bridges for deformation control through advanced analysis tools and control devices*.
(Unpublished Doctoral thesis, City, Universtiy of London)

Kappos, A. J. (2018).
The dynamic intelligent bridge: A new concept in bridge dynamics.
In:
*Proceedings of the International Conference on Earthquake Engineering and Structural Dynamics. ICESD 2017.*
Geotechnical, Geological and Earthquake Engineering (47).
(pp. 1573-6059). Springer.
ISBN 978-3-319-78187-7
doi: 10.1007/978-3-319-78187-7_28

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

Mikes, I. G. & Kappos, A. J. ORCID: 0000-0002-5566-5021 (2021).
*Simple and complex modelling of seat-type abutment-backfill systems*.
Paper presented at the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 28 - 30 Jun 2021, Streamed from Athens, Greece.

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),
6017005.
doi: 10.1061/(ASCE)BE.1943-5592.0001110

Ohadi, A. (2017).
*Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration*.
(Unpublished Doctoral thesis, City, University of London)

Scott, R.H., Banerji, P., Chikermane, S. , Surre, F., Sun, T. ORCID: 0000-0003-3861-8933 & Grattan, K. T. V. ORCID: 0000-0003-2250-3832 (2015).
Assessment of fibre optic strain gauges for field use in India.
*International Journal of Sustainable Materials and Structural Systems*, 2(1/2),
pp. 96-112.
doi: 10.1504/IJSMSS.2015.078368

Stefanidou, S. P., Papanikolaou, V. K., Paraskevopoulos, E. A. & Kappos, A. J. ORCID: 0000-0002-5566-5021 (2021).
*Machine learning techniques for the estimation of limit state thresholds and bridge-specific fragility analysis of R/C bridges*.
Paper presented at the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 28 - 30 Jun 2021, Streamed from Athens, Greece.

Stefanidou, S.P. & Kappos, A. J. ORCID: 0000-0002-5566-5021 (2018).
Bridge-specific fragility analysis: when is it really necessary?.
*Bulletin of Earthquake Engineering*,
doi: 10.1007/s10518-018-00525-9

Stefanidou, S.P. & Kappos, A. J. (2017).
Methodology for the development of bridge-specific fragility curves.
*Earthquake Engineering and Structural Dynamics*, 46(1),
pp. 73-93.
doi: 10.1002/eqe.2774

Stefanidou, S.P., Paraskevopoulos, E. A., Papanikolaou, V. K. & Kappos, A. J. ORCID: 0000-0002-5566-5021 (2022).
An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges.
*Bulletin of Earthquake Engineering*, 20,
pp. 1717-1737.
doi: 10.1007/s10518-021-01299-3

Stefanidou, S.P., Sextos, A., Kotsoglou, A. N. , Lesgidis, N. & Kappos, A. J. (2017).
Soil-structure interaction effects in analysis of seismic fragility of bridges using an intensity-based ground motion selection procedure.
*Engineering Structures*, 151,
pp. 366-380.
doi: 10.1016/j.engstruct.2017.08.033

Tamanani, M., Gian, Y. & Ayoub, A. (2016).
Evaluation of code criteria for bridges with unequal pier heights.
*Bulletin of Earthquake Engineering*, 14(11),
pp. 3151-3174.
doi: 10.1007/s10518-016-9941-4

Thomaidis, I., Camara Casado, A. ORCID: 0000-0002-1675-2640 & Kappos, A. (2022).
Dynamics and seismic performance of asymmetric rocking bridges.
*Journal of Engineering Mechanics*, 148(3),
doi: 10.1061/(ASCE)EM.1943-7889.0002074

Yu, A., Liu, X., Fu, F. ORCID: 0000-0002-9176-8159 , Chen, X. & Zhang, Y. (2023).
Acoustic Emission Signal Denoising of Bridge Structures using SOM Neural Network Machine Learning.
*Journal of Performance of Constructed Facilities*, 37(1),