Study on the reasonable state of curved girder arch bridges under the permanent load

Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics

Volumn 27, Issue 5, 2010, Pages 919-924

  Li, Fei Ran ^a,b   Shi, Lei ^a   Zhang, Zhe ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b Henan Provincial Communications Planning Survery and Design Institute Co Ltd   (China)

Author keywords

Constraint relaxation; Curved girder arch bridge; Mathematical programming method; Re analysis; Reasonable permanent load state

Indexed keywords

ARCH AXIS; CABLE FORCES; CONSTRAINT RELAXATION; CURVED BRIDGE; CURVED GIRDER; PRACTICAL DESIGN METHOD; QUADRATIC PROGRAMMING METHOD; REANALYSIS; REASONABLE PERMANENT LOAD STATE; REDUCTION METHOD; SPAN LENGTH; SPECIFIC PROBLEMS;

ARCHES; CABLES; CONCRETE BRIDGES; CURVED BEAMS AND GIRDERS; MATHEMATICAL PROGRAMMING; STIFFNESS MATRIX;

ARCH BRIDGES;

EID: 78649748659     PISSN: 10074708     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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