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Items where Subject is "T Technology > TG Bridge engineering"

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Camara, A. and 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. and 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. and Ye, A. J. (2014). Fundamental mode estimation for modern cable-stayed bridges considering the tower flexibility. Journal of Bridge Engineering, 19(6), 04014015. doi: 10.1061/(ASCE)BE.1943-5592.0000585

Camara, A., Nguyen, K., Ruiz-Teran, A. M. and 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. and 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. and 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. and 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

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

Nguyen, K., Camara, A., Rio, O. and 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), 06017005. doi: 10.1061/(ASCE)BE.1943-5592.0001110

Scott, R.H., Banerji, P., Chikermane, S., Surre, F., Sun, T. ORCID: 0000-0003-3861-8933 and 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. and 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. and 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., Sextos, A., Kotsoglou, A. N., Lesgidis, N. and 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. and 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

Conference or Workshop Item

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


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)

This list was generated on Tue Mar 26 04:21:49 2019 UTC.