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Volumn , Issue , 2006, Pages 355-356
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Excessive deflections of concrete bridges affect safety, maintenance and management
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Author keywords
[No Author keywords available]
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Indexed keywords
BEAMS AND GIRDERS;
BOX GIRDER BRIDGES;
CONCRETE BRIDGES;
COSTS;
CREEP;
DEFLECTION (STRUCTURES);
DURABILITY;
EFFICIENCY;
LIFE CYCLE;
MAINTENANCE;
NANOCANTILEVERS;
PRESTRESSED CONCRETE;
PRESTRESSING;
SHEAR FLOW;
SHRINKAGE;
STEEL BRIDGES;
STRESS ANALYSIS;
CANTILEVER CONSTRUCTION;
CONSTRUCTION STAGES;
LONG-TERM DEFLECTIONS;
MID-SPAN DEFLECTION;
PRACTICING ENGINEERS;
PRESTRESSING TENDON;
STRUCTURAL SYSTEMS;
WHOLE-LIFE DESIGNS;
TENDONS;
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EID: 56749158631
PISSN: None
EISSN: None
Source Type: Conference Proceeding
DOI: 10.1201/b18175-137 Document Type: Conference Paper |
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Times cited : (7)
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References (0)
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