摘要
本文介绍某一座 4× 30 m预应力箱形连续梁桥的各种工况受力分析过程和此联八分之一跨处梁底出现裂缝的分析结果。
The paper introduces the forced analytic course of various status of a 4×30m prestressed box continuous beam bridge and the analytic results of the crack at the beam botton of 1/8 span.
出处
《城市道桥与防洪》
2001年第4期27-30,共4页
Urban Roads Bridges & Flood Control
