摘要
以江苏省某运河斜交空心板梁桥为工程背景,建立了梁格模型和实体模型,分析了斜交板梁力学特点,总结了斜交板梁的静力特性,对比了梁格模型与实体模型计算结果,为斜交板梁的设计施工积累了经验。
Taking the skew shallow bridge of some canal in Jiangsu as the construction background,the paper constructs the grillage model and solid model,analyzes the dynamic characteristics of the skew plate,sums up the static characteristics of the skew plate,and compares the calculation results for the grillage model and solid model,so as to accumulate experience for the design construction of the skew plate.
出处
《山西建筑》
2009年第33期61-62,共2页
Shanxi Architecture
关键词
斜交板梁
有限元法
梁格模型
实体模型
静力特性
skew plate
finite element method
grillage model
solid model
static characteristics
