摘要
对汕头石桥成桥状态、施工最长单悬臂和最长双悬臂状态进行了动力特性计算、抖振响应计算和风载内力分析计算等.
In this paper, the dynamic behavior,buffeting response and internal force under wind load of both construction and operation states of Queshi bridge are analyzed. The corresponding results are also presented.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1999年第2期212-215,共4页
Journal of Tongji University:Natural Science
关键词
动力特性
抖振响应
风载内力
斜拉桥
Dynamic behavior
Buffeting response
Internal force under wind load