Analysis of concrete cable-stayed bridges for creep, shrinkage and relaxation effects

Computers and Structures

Volumn 58, Issue 2, 1996, Pages 337-350

  Cluley, N C ^a   Shepherd, R ^b  

^a CALIFORNIA STATE POLYTECHNIC UNIVERSITY   (United States)

^b University of California at Irvine   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); BRIDGE CABLES; CONCRETE BEAMS AND GIRDERS; CONCRETE BRIDGES; CREEP; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; PRESTRESSED CONCRETE; PRESTRESSING; SHRINKAGE; STRESS CONCENTRATION; STRESS RELAXATION;

ANCHORAGE SLIP LOSS; PRESTRESSING TENDONS; PYLONS; SAG EFFECTS; SHEAR LAG;

CABLE STAYED BRIDGES;

EID: 0029755502     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7949(95)00131-Y     Document Type: Article

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