Effects of construction process and slab prestressing on the serviceability behaviour of composite bridges

Journal of Constructional Steel Research

Volumn 59, Issue 2, 2003, Pages 135-163

  Mari A ^a   Mirambell, E ^a   Estrada, I ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Composite bridges; Crack width; Deflections; Prestressing Creep; Redistributions; Serviceability; Shrinkage

Indexed keywords

COMPOSITE BRIDGES; COMPUTER SIMULATION; CONCRETE SLABS; CRACK INITIATION; DEFLECTION (STRUCTURES); MATHEMATICAL MODELS; PRESTRESSING; STRESSES;

CONSTRUCTION SEQUENCES;

STEEL CONSTRUCTION;

BRIDGE; CONSTRUCTION TECHNIQUE; STEEL;

EID: 0036487723     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00029-9     Document Type: Article

References (16)

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7. Numerical simulation of the segmental construction of three dimensional concrete frames
8. Long-term behavior of continuous precast concrete girder bridges model
9. CEB-FIP model code 1990 for concrete structures
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