Action effects in post-tensioned concrete box-girder bridges obtained from high-frequency monitoring

Author:

Treacy Mark A.,Brühwiler Eugen

Publisher

Springer Science and Business Media LLC

Subject

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

Reference22 articles.

1. Podolny W (1985) The cause of cracking in post-tensioned concrete box girder bridges and retrofit procedures. PCI J 30(2):82–139

2. Burdet O (1993) Load testing and monitoring of Swiss bridges. Comité Européen du Béton, safety and performance concepts, bulletin d’information, 219

3. Hassan M, Burdet O, Favre R (1995) Analysis and evaluation of bridge behavior under static load testing leading to better design and judgment criteria, in Fourth Bridge Engineering Conference, Transportation Research Board, San Francisco, USA

4. Casas J (2000) Safety of prestressed concrete bridges to fatigue: application to serviceability limit state of decompression. ACI Struct J, 97(1)

5. Mirambell E, Aguado A (1990) Temperature and stress distributions in concrete box girder bridges. J Struct Eng 116(9):2388–2409

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