摘要
以实际工程为依托,探讨了曲线桥梁在墩梁固结时,采用不同的墩柱直径,在各种荷载组合条件下,主梁的支承反力、纵向扭矩值的变化规律,并提出了一些合理化的设计建议。
Relies on the project as the basis,to explore the curve bridge on the pier beam consolidation,using different pier column diameter,in various combinations of load conditions,the supporting force of main girder,vertical torque variation,and put forward reasonable suggestions.
出处
《山西建筑》
2014年第31期188-190,共3页
Shanxi Architecture
关键词
曲线桥梁
墩梁固结
直径
规律
curve bridge
pier beam consolidation
diameter
law
