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

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Number of items at this level: 8.

C

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), 04014015. 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. & 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

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

S

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

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

This list was generated on Tue Mar 28 06:03:51 2017 UTC.