摘要
对某大跨预应力钢筋混凝土连续箱梁的有限元计算模型和静、动载试验以及主要的技术参数进行了计算和试验分析 ,计算结果表明
This paper presents the finite element model for one large scale prestressed RC continuous box beam bridge and the static test and dynamic experiment for the bridge as well as its main results. Result indicates that the main mechanics features are in accordance with the fixed code and design.
出处
《山西建筑》
2004年第13期23-24,共2页
Shanxi Architecture