摘要
以有限元分析软件建立施工控制模型为基础,详细分析主跨170 m预应力混凝土连续梁桥的施工控制过程。
Based on definite element modelling ,A detailed construction control process for pre - stressed continuous beam bridge with main span 170 meters is analyzed.
出处
《建筑技术开发》
2010年第4期28-31,共4页
Building Technology Development
关键词
连续梁桥
悬臂施工
施工控制
continuous beam bridge
cantilever construction
construction control
