摘要
对某高架桥双墩柱大悬臂预应力盖梁进行了分析,从大悬臂预应力盖梁的受力模式和计算方法等方面进行了论述,分析了计算结果,以期指导该类型盖梁设计。
The double pier column large cantilever prestressed coping of a fly-over bridge was analyzed,it was discussed from large cantilever prestressed coping stress model and calculation method,the calculation result was analyzed so as to guide the kind coping design.
出处
《山西建筑》
2010年第14期338-339,共2页
Shanxi Architecture
关键词
大悬臂
预应力盖梁
计算
large cantilever
prestressed coping
calculation
