摘要
笔者对文 [3]中的三跨简支悬索桥振动频率方程进行了详细推演 ,并对其中的几处笔误予以更正 。
This paper deduced the vibrational frequence equat io n of three-span simple supported suspension bridge in details,which was develop ed in the reference.Corrections have also been made regarding the errors in the equation.
出处
《重庆交通学院学报》
2001年第2期22-24,共3页
Journal of Chongqing Jiaotong University
关键词
悬索桥
振动频率方程
钢缆方程
suspension bridge
vibration
frequence equation
cable equation
