摘要
针对常用的桥面连续构造形式,给出了桥面连续构造内弯矩及应力计算方法,并对一6×20m空心板桥桥面连续构造进行了计算分析。结果表明:桥面连续构造内应力主要由竖向活载引起,汽车制动力及温度作用引起的应力很小。
Calculation method of moment and stress was given for deck consecutive structure which is frequently used and the deck consecutive structure of 6-20m slab-bridge was calculated and analyzed. The results show that： stress is mainly caused by vertical live load, automotive braking force and temperature caused little stress in deck consecutive structure.
出处
《低温建筑技术》
2012年第12期54-56,共3页
Low Temperature Architecture Technology
关键词
桥梁工程
桥面连续
附加弯矩
竖向活载
bridge engineering
deck consecutive structure
additional moment
vertical live load
