摘要
磨子潭1号桥的静力、动力性能和弹性屈曲的计算和分析结果,可从设计理论的角度为今后山区高速公路上高墩桥梁结构型式的选择和结构计算提供翔实的依据。
The calculation and analysis results on static and dynamic performance and elastic buckling of high-piers big-span continuous rigid frame bridges of Mozitan Nol bridge,will provide full and accu-rate foundations for future choosing and structure calculating of high-piers structure style in mountain ar-eas＇ expressway.
出处
《交通标准化》
2007年第6期34-37,共4页
Communications Standardization
关键词
高墩
静力荷载
屈曲
自振频率
振型
地震反应
high pier
static loading
buckling
natural frequencies
mode of vibration
earthquake responses
