Statistical analysis of thermal actions on a concrete segmental box-girder bridge

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

Volumn 10, Issue 2, 2000, Pages 111-116

  Barsotti, Riccardo ^a   Froli, Maurizio ^a  

^a UNIVERSITY OF PISA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0039847612     PISSN: 10168664     EISSN: None     Source Type: Journal    
DOI: 10.2749/101686600780558036     Document Type: Article

References (12)

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2. PRITCHARD, B. Continuous and Integral Bridges. Proceedings of the Henderson Colloquium Towards Joint-Free Bridges, Pembroke College, Cambridge, 1993.
3. MIRAMBELL, E.; AGUADO, A. Modello de obtención de distribuciones de temperaturas y tensiones longitudinales autoequilibradas en puentes de hormigón. Revista Internacional de Métodos Numéricos para Calculo y Diseño en Ingenieria, Vol. 3, No. 2, 1987, pp. 205-230.
4. MENDES, P.; BRANCO, F. Numerical Techniques to Simulate Temperature Distributions in Bridges. Proc. 13th IABSE Congress, Helsinki, June 1988, pp. 419-424.
5. FROLI, M. et al. Longitudinal Thermal Behaviour of a Concrete Box Girder Bridge. Structural Engineering International, Vol. 6, No. 4, 1996, pp. 237-242.
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7. SILVEIRA, P. A Influência das Acções Térmicas no Comportamento de Pontes de Betão Armado Pré-Esforçado. IST/LNEC, Lisbon, 1993.
8. SUKHOV, D. Statistical Analysis of Linear Temperature Differences in Concrete Bridges. Darmstadt Concrete - Annual Journal on Concrete and Concrete Structures, Vol. 8, 1993, pp. 237-243.
9. SUKHOV, D. Representative Values of the Uniform Temperature Component in Concrete Bridges. Darmstadt Concrete - Annual Journal on Concrete and Concrete Structures, Vol. 10, 1995, pp. 193-205.
10. BENJAMIN, J. R.; CORNELL, A. C. Probability, Statistics and Decision for Civil Engineers. MacGraw-Hill Book Company, New York, 1970.
11. EUROCODE 1 - PART 2.5 - Thermal Actions. CEN, Brussels, 1996.
12. EMERSON, M. Bridge Temperatures Estimated from the Shade Temperature. Transport and Road Research Laboratory Report No. 696, Crowthorne, 1976.