摘要
针对简化铰接板(梁)法不能真实反映斜交板梁桥实际情况的问题,提出了有限元梁格数值计算模型,计算分析了某桥的横向分布系数,并与实体模型的计算结果进行了对比,验证了梁格模型的合理性。
According to the problem that the oblique slab can not be reflected by the simplified hinged slab method,the paper points out the numeric calculation model for the finite element beam grillage,analyzes the lateral distribution coefficient of some bridge,compares the calculation results of the real model,and proves the model is reasonable.
出处
《山西建筑》
2016年第3期189-190,共2页
Shanxi Architecture
关键词
斜交板梁
梁格模型
荷载
实体模型
oblique slab
beam grillage model
loading
real model
