Output-Only Modal Analysis of Malahide Viaduct Bridge
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-61425-5_47
Reference13 articles.
1. Corbally R, Malekjafarian A (2021) Examining changes in bridge frequency due to damage using the contact-point response of a passing vehicle. J Struct Integr Maint 6:148–158
2. Scattarreggia N, Salomone R, Moratti M et al (2022) Collapse analysis of the multi-span reinforced concrete arch bridge of Caprigliola, Italy. Eng Struct 251:113375
3. Malekjafarian A, Khan MA, OBrien EJ et al (2022) Indirect monitoring of frequencies of a multiple span bridge using data collected from an instrumented train: a field case study. Sensors 22:7468
4. Corbally R, Malekjafarian A (2022) A data-driven approach for drive-by damage detection in bridges considering the influence of temperature change. Eng Struct 253:113783. https://doi.org/10.1016/j.engstruct.2021.113783
5. OBrien EJ, McCrum DP, Khan MA, Prendergast LJ (2023) Wavelet-based operating deflection shapes for locating scour-related stiffness losses in multi-span bridges. Struct Infrastruct Eng 19:238–253
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