JIAO Chi-yu, ZHANG Yu, LONG Pei-heng, HOU Su-wei. APPLICABLE CONDITION RESEARCH OF SINGLE-BEAM METHOD IN CURVED GIRDER BRIDGE[J]. Engineering Mechanics, 2016, 33(增刊): 150-155. DOI: 10.6052/j.issn.1000-4750.2015.05.S013
Citation: JIAO Chi-yu, ZHANG Yu, LONG Pei-heng, HOU Su-wei. APPLICABLE CONDITION RESEARCH OF SINGLE-BEAM METHOD IN CURVED GIRDER BRIDGE[J]. Engineering Mechanics, 2016, 33(增刊): 150-155. DOI: 10.6052/j.issn.1000-4750.2015.05.S013

APPLICABLE CONDITION RESEARCH OF SINGLE-BEAM METHOD IN CURVED GIRDER BRIDGE

  • There are three kinds of methods for modeling and analyzing the existing curved girder bridges. They are single-beam method, grillage method and entity method. According to the previous literature, the single-beam method is not so accurate, but it is generally popular because of its higher speed in analyzing and higher efficiency in calculating. So the research of the single-beam method has practical significance. Central angle is the key factor to determine whether the curved girder bridge can be analyzed with the single-beam method. According to A ramp bridge of Jingkai overpass, several models of curved girder bridges with different spans, deck widths and central angles are built and compared using the grillage method and the single-beam method in this paper. Then by taking 10% as the control index, the applicable condition of the single-beam method is obtained.
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