礐石斜拉桥抖振响应及风载内力分析  

Analysis of Buffeting Response and Internal Force under Wind Load of Queshi Cable-stayed Bridge

作　　者：吴晓琰[1] 

机构地区：[1]同济大学桥梁工程系

出　　处：《同济大学学报（自然科学版）》1999年第2期212-215,共4页Journal of Tongji University:Natural Science

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.

关 键 词：动力特性 抖振响应 风载内力 斜拉桥 

分 类 号：U448.271[建筑科学—桥梁与隧道工程]