首页 | 本学科首页   官方微博 | 高级检索  
     检索      

三拱肋钢管混凝土系杆拱桥一江海大桥动力特性分析
引用本文:申哲会.三拱肋钢管混凝土系杆拱桥一江海大桥动力特性分析[J].辽宁交通科技,2014(2):22-25.
作者姓名:申哲会
作者单位:江苏省交通科学研究院股份有限公司,南京210017
摘    要:结合申张线金港段江海大桥的工程实例,采用有限元法建立三肋钢管混凝土系杆拱桥动力特性分析模型。为了了解该桥动力性能,采用子空间迭代法计算得到桥梁前15阶振动频率及振型,计算结果为该桥提供设计依据。提供了三肋钢管混凝土系杆拱桥的自振频率及振型特征,这对了解该类桥梁的动力性能有着重要参考价值。

关 键 词:三拱肋  动力特性  振型

Triple Arch Rib Concrete -Filled Steel Tube Tied Arch Bridge -Analysis of Jianghai Bridge Dynamic Characteristics
Abstract:In line with engineering example of Jianghai Bridge in Jingang section of Shenzhang finite element method to build a mode to analyze the dynamic characteristics of triple arch rib concrete line, we use - filled steel tube tied arch bridge. In order to understand the dynamic performance of the bridge, we take the subspace iteration method to calculate vibration frequencies and modes of the first 15 levels of the bridge. The results provide design basis for the bridge. It also provides natural frequencies and mode shapes characteristic of triple arch rib concrete - filled steel tube tied arch bridge, which has an important reference value to understand the dynamic performance of such bridges.
Keywords:Triple arch rib  Dynamic characteristics  Modes
本文献已被 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号