连续桥面梁桥柔性墩纵向水平力分析与计算  

Analysis and Calculation of Longitudinal Horizontal Force of Flexible Piers in Continuous Deck Beam Bridges

作　　者：胡祥森 段亚军 傅科奇 王菁[2] 

机构地区：[1]浙江省交通规划设计研究院,杭州310006 [2]浙江旅游职业学院,杭州311231

出　　处：《公路交通技术》2015年第3期57-61,共5页Technology of Highway and Transport

摘　　要：结合现行公路桥梁设计规范,系统阐述用于连续桥面梁桥柔性墩水平力分配计算较为科学简明的集成抗推刚度法,介绍各类纵向水平力的参数取值及计算方法,并以实例予以说明。In combination with the existing design codes for highway bridges, this paper systematically expatiates a scientific and simple integrated anti - push rigidity method used to calculate distribution of horizontal force of continuous deck flexible piers, introduces parameters valuing and calculating methods, which are described with examples, for various longitudinal horizontal forces.

关 键 词：连续桥面 柔性墩 纵向水平力 抗推刚度法 参数取值 

分 类 号：U448.21[建筑科学—桥梁与隧道工程]