摘要
分析了曲线梁桥平面位移的机理,探讨了影响平面位移的主要因素,并结合工程实例对影响因素进行了验证。
This article analyzes the plane displacement mechanism of curve beam bridge. The primary factor which affects the plane displacement is analyzed, and takes an example of a real project to confirm the influence factor. The conclusion can provide reference for later engineering design.
出处
《交通科技》
2007年第3期20-22,共3页
Transportation Science & Technology
关键词
曲线梁桥
平面位移
温度效应
收缩
徐变
curve beam bridge
plane displacement
temperature effects
contraction
creep
