摘要
将不同的盖梁跨径下计算出的公路桥梁盖梁的正截面抗弯承载力进行对比,通过总结出跨中截面配筋随着盖梁跨径的变化规律,为桥梁设计和施工提供一些参考。
In this paper, we compared cross-section flexural capacity under different calculation of coping span. Also we summarized the change regularity of coping span and provided some references for bridge design and build- ing.
出处
《太原科技》
2009年第7期92-93,96,共3页
Taiyuan Science and Technology
关键词
桥梁
盖梁
抗弯承载力
规范
bridge
coping
flexural capacity
standard
