Serviceability limit state aspects of continuous bridges using precast concrete beams

Structural Engineer

Volumn 75, Issue 11, 1997, Pages 185-190

  Clark, L A ^a   Sugie, I ^b  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

^b Hanshin Expy Public Corporation   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CONTINUOUS BRIDGES; HOGGING BENDING; PRETENSIONED BEAMS; SAGGING BENDING; SERVICEABILITY LIMIT;

BENDING (DEFORMATION); CONCRETE BEAMS AND GIRDERS; DURABILITY; LOADS (FORCES); PRECAST CONCRETE; STRUCTURAL DESIGN; TENSILE PROPERTIES;

CONCRETE BRIDGES;

EID: 0031551116     PISSN: 14665123     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (22)

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