Long-term behavior of precast segmental cantilever bridges

Journal of Bridge Engineering

Volumn 11, Issue 3, 2006, Pages 340-349

  Iglesias, Celso ^a,b,c,d  

^a Carlos Fernández Casado S L   (Spain)

^b Escuela Tecnica Superior de Ingenieros de Caminos Canales y Puertos   (Spain)

^c UNIVERSITÉ PARIS EST   (France)

^d UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

Author keywords

Bridges, box girder; Creep; Shrinkage; Stress; Structural analysis

Indexed keywords

BOX GIRDER BRIDGES; CREEP; PRECAST CONCRETE; PREFABRICATED BRIDGES; SHRINKAGE; STRUCTURAL ANALYSIS;

BRIDGES, BOX GIRDER; GEOMETRICAL VARIATIONS; PRECAST SEGMENTAL CANTILEVER BRIDGES; PREFABRICATION; STRESS REDISTRIBUTION;

CANTILEVER BRIDGES;

EID: 33646189379     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2006)11:3(340)     Document Type: Article

References (6)

1. Ghali, A., and Favre, R. (1986). Concrete structures: Stresses and deformations, Chapman & Hall, London, 19-63.
2. Iglesias, C. (1996). " Study of long term effects in cracked sections using the multilayer model.. " Ph.D. thesis, Univ. Politácnica de Madrid, Madrid, Spain (in Spanish).
3. Kang, Y. J. (1977). " Nonlinear geometric, material, and time-dependent analysis of reinforced and prestressed concrete frames.. " Ph.D. thesis, Univ. of California at Berkeley, Berkeley, Calif.
4. Mathivat, J. (1983). The cantilever construction of prestressed concrete bridges, Wiley, New York, 115-125.
5. Millanes, F. J., and Martínez Calzón, J. (1989). " Automatic evolutive analysis of complex composite bridges and systems.. " J. Struct. Eng., 115 (10), 2548-2555.
6. Schlaich, J., and Scheef, H. (1982). Concrete box-girder bridges, International Association for Bridge and Structural Engineering, Zürich, Switzerland, 47-49.