PSI - Issue 44

Andrea Santangelo et al. / Procedia Structural Integrity 44 (2023) 626–632 Andrea Santangelo/ Structural Integrity Procedia 00 (2022) 000–000

632

7

References

Timoshenko, S.P., On the forced vibrations of bridges. The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, 1922 Elastic Instability Phenomena Thompson, J. M. T.; Hunt, G. W.; Tvergaard, Viggo, 1984 Wu, J., Whittaker, A. & Cartmell, M., 2000. The use of finite element techniques for calculating the dynamic response of structures to moving loads. Computers & Structures F T K Au, Y S Cheng and Y K Cheoung – Vibration analysis of bridges under moving vehicles and trains: an overview, 2001 Dynamics of structures. Berkeley RW Clough, J Penzien - CA: Computers and Structures, 2003 Dynamic behavior of a multispan continuous beam traversed by a moving oscillator – Mahdi Ebrahimi · Sirous Gholampour ·Hassan Jafarian Kafshgarkolaei ·Iman Mohammadpour Nikbin, Acta Mechanica, 2015 T. Li, ―Effect of the elliptic degree of Ω - shaped bellows toroid on its stresses‖, International Journal of Pressure Vessels and Piping, vol. 75, no. 13,1998 R. Y. Tan, M. C. Huang. System identification of a bridge with lead-rubber bearings. Computers and Structures 74, 2000. C. Becht, ―Fatigue of bellows a new design approach‖, International Journal of Pressure Vessels and Piping, 2000 AASHTO LRFD Bridge Design Specifications, Nine Edition, 2019 DesRoches, R.; Fenves, G.L. Simplified restrainer design procedure for multiple-frame bridges. Earthq. Spectra 2001 Abdel Raheem S. E. Pounding Mitigation and Unseating Prevention at Expansion Joint of Isolated Multi-Span Bridges. Engineering Structures, 2009 Musk E. Hyperloop Alpha, SpaceX; 2013. https://www.spacex.com/sites/spacex/files/hyperloop_alpha.pdf. Ahmadi E, Alexander NA, Kashani MM. Lateral dynamic bridge deck-pier interaction for ultra-high-speed hyperloop train loading. Proc Inst Civil Eng-Bridge Eng 2020;173(3): 198–206