SHM of a stayed bridge during a structural failure, case study: the Rio Papaloapan Bridge

Author:

Carrión Francisco J.,Quintana Juan A.,Crespo Saúl E.

Funder

Caminos y Puentes Federales y Servicios Conexos (CAPUFE)

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference20 articles.

1. Astiz MA (1997) Composite construction in cable-stayed bridge towers. International Conference on Composite Construction—Conventional and Innovative, Conference Report, 16–18 September, Innsbruck, Austria, p 127

2. López JA, Poblano CA, Martínez M (2000) Análisis de la falla del elemento de anclaje superior del tirante 11 del puente Rio Papaloapan. Instituto Mexicano del Transporte, Informe de Prueba No 008/200 (In Spanish)

3. López JA, Carrión FJ, Quintana JA, Samayoa D, Lomelí MG, Orozco PR (2009) Verification of the ultrasonic qualification for structural integrity of partially concrete embedded steel elements. Adv Mater Res 65:69–78

4. Carrión FJ, López JA, Quintana JA, Orozco PR (2009) Structural monitoring of cable stayed bridge during rehabilitation. Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-4), 22–24 July, Zurich, Switzerland

5. Carrión FJ, Quintana JA, López JA (2011) Prognosis and Reliability Analysis of a Stayed Bridge Using Monte Carlo Simulation. Proceedings of the 5th International Conference on Structural Health Monitoring on Intelligent Infrastructure (SHMII-5), 11–15 December, Cancún, México

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