摘要
通过数值计算分析某预应力混凝土连续梁桥裂缝产生的原因,并提出了相应的加固设计方案。
According to the numerical value calculation, this article analyzes the reasons that some prestressedconcrete continuous bridge crack appears, then put forward the proposals of corresponding reinforcement design.
出处
《浙江交通职业技术学院学报》
CAS
2006年第4期12-15,共4页
Journal of Zhejiang Institute of Communications
关键词
混凝土连续梁桥
裂缝
成因
加固设计
Prestressed concrete continuous bridge
Crack
Cause of formation
Reinforcement and design
