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体外预应力对T形刚构桥振动特性的影响
引用本文:张嘉恒,孙立巍,冯晓光.体外预应力对T形刚构桥振动特性的影响[J].桥梁建设,2006(4):21-23.
作者姓名:张嘉恒  孙立巍  冯晓光
作者单位:1. 黑龙江省高速公路建设局,黑龙江,哈尔滨,150001
2. 黑龙江省公路局,黑龙江,哈尔滨,150001
摘    要:以苏丹喀土穆州布瑞大桥主桥加固工程为工程背景,采用通用有限元软件ANSYS对体外预应力加固T形刚构桥的振动特性进行研究,提出避免结构发生共振的措施,对于指导工程实践有实用价值。

关 键 词:T形刚构  体外预应力  振动特性
文章编号:1003-4722(2006)04-0021-03
收稿时间:2006-06-16
修稿时间:2006年6月16日

Influences of External Prestressing on Vibration Behavior of T-Frame Bridges
ZHANG Jia-heng,SUN Li-wei,FENG Xiao-guang.Influences of External Prestressing on Vibration Behavior of T-Frame Bridges[J].Bridge Construction,2006(4):21-23.
Authors:ZHANG Jia-heng  SUN Li-wei  FENG Xiao-guang
Institution:1.Administration of Expressway Construction, Heilongjiang Province, Harbin 150001, 2. Administration of Highways, Heilongjiang Province, Harbin 150001, China
Abstract:Backgrounded with the strengthening construction of the main bridge of Burri Bridge, Khartoum State, Sudan, the vibration behavior of T-frame bridges strengthened with external prestressing is studied by means of universal finite element software ANSYS, and measures against resonance of the T-frame bridge structures are proposed. The analysis and measures in the paper are of practical values in guiding construction of bridge works.
Keywords:T-frame structure  external prestressing  vibration behavior
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