沈阳大学学报（自然科学版）2017，Vol.29Issue(1)：49-53,5.
连续刚构桥偏载系数合理取值
Reasonable Value of Eccentric Load Coefficient of Continuous Rigid Frame Bridge
摘要
Abstract
For the proper values of eccentric load coefficient of continuous rigid frame bridge, relying on the eight loading test bridges, the eccentric load coefficient distribution regularity of the whole bridge is analyzed by comparing the finite element calculated values with experimental measured values.It is determined that width-span ratio and high-span ratio of continuous rigid frame bridge can be the main control factors of eccentric load coefficient.A calculation formula for eccentric load coefficient is put forward, and the finite element solutions are compared with the formula calculating values to verify that the accuracy of formula is within ±5%.关键词
连续刚构桥/载荷试验/宽跨比/高跨比/偏载系数Key words
continuous rigid frame bridge/load test/width-span ratio/high-span ratio/eccentric load coefficient分类
交通工程引用本文复制引用
邬晓光,刘英,贺攀,李艺林..连续刚构桥偏载系数合理取值[J].沈阳大学学报（自然科学版）,2017,29(1):49-53,5.基金项目
陕西省交通运输厅科技资助项目(13-25k). （13-25k）
