City Research Online

Items where Subject is "TG Bridge engineering"

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Number of items at this level: 30.

C

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

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. & 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), article number 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

E

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)

G

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)

K

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. International Conference on Earthquake Engineering and Structural Dynamics, 12 -14 Jun 2017, Reykjavik, Iceland. doi: 10.1007/978-3-319-78187-7_28

L

Liang, S-L., Fu, F. ORCID: 0000-0002-9176-8159, Huang, Z-Q. & Qian, K. (2023). Enhancement of collapse-resistant capacity of non-seismically designed RC frames using various CFRP strengthening schemes. Engineering Structures, 291, article number 116450. doi: 10.1016/j.engstruct.2023.116450

M

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. (2024). Optimisation of dynamic response of bridges through control of joint gap size. (Unpublished Doctoral thesis, City, University of London)

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

N

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

O

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 (Unpublished Doctoral thesis, City, University of London)

S

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. In: Proceedings of the International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. 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, 17(4), pp. 2245-2280. 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(3), 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

T

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), article number 04022003. doi: 10.1061/(asce)em.1943-7889.0002074

Y

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), article number 04022066. doi: 10.1061/(asce)cf.1943-5509.0001778

This list was generated on Thu Mar 28 02:27:41 2024 UTC.