摘要
考虑桥梁上部结构及下部桩基础对桥墩的约束影响,提出桥墩计算长度系数的有限元计算方法,根据稳定方程得出桥墩计算长度系数。通过实例计算表明计算结果与实际工程一致;利用有限元计算法可较为准确的得到计算长度系数,为工程设计应用提供借鉴。
The article considers the constraint influence of bridge superstructure and sub-pile foundation on the bridge pier, and puts forward the finite element calculation method of calculating length coefficient of pier. Based on the stability equation, the calculating length coefficient of pier is obtained. The calculation of examples shows that the calculation result agrees with the actual project. The use of finite element calculation method can more correctly obtain the calculating length coefficient, which can be referred for the engineering design application.
出处
《城市道桥与防洪》
2018年第1期40-41,共2页
Urban Roads Bridges & Flood Control
关键词
桥墩
计算长度系数
有限元
位移法
pier
calculating length coefficient
finite element
displacement method