摘要
根据作者设计的工程实例 ,说明了钢筋砼V形托架连续刚构桥的设计思路及特点 ,重点阐述了在较大跨径中使用中此类桥型的计算特点 ,并经过与同类型的钢筋砼连续矮箱及斜腿刚构进行比较 。
Based on the engineering example designed by the writers, the design methods and features of RC continual rigid-frame bridge with V-bracket, particularly the structural calculation characteristics of this kind of bridge, are illustrated. Furthermore, compared with other kinds of bridges of RC continual low box beam and the rigid-frame bridge with inclined webs, the usage range of the RC continual rigid-frame bridge with V-bracket is brought forward.
出处
《昆明理工大学学报(理工版)》
2003年第4期93-96,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)