City Research Online

Items where Subject is "TG Bridge engineering"

Up a level
Group by: Authors | Type
Jump to: C | E | G | K | L | M | N | O | S | T | Y
Number of items at this level: 31.

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.

Mohammad, R. H. (2024). Fiber Reinforced Cementitious Mortar (FRCM) systems used for strengthening of concrete beams at ambient and elevated temperatures. (Unpublished Doctoral thesis, City, University of London)

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 Sat Jul 20 02:29:29 2024 UTC.