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用连续振动阻抗法进行预应力钢筋混凝土梁桥的混合健康监测
作者姓名:Jeong-Tae Kim  Jae-Hyung Park  Dong-Soo Hong  Woo-Sun Park
摘    要:提出连续振动阻抗法,对预应力钢筋混凝土桥梁的两种破坏形式(即预应力筋破坏或梁破坏)进行混合健康监测。监测包括3个步骤:第一步,通过监测加速信号的变化,对整体破坏进行预警。第二步,通过振动和阻抗识别模式,将破坏类型分为预应力筋破坏或梁破坏。第三,基于形状模式和频率方法,通过测量试验室中几个预应力筋和梁的加速响应和电子-机械阻抗,对所提系统的可行性进行评估。

关 键 词:混合法健康监测  破坏检测  PSC梁  加速信号  阻抗信号  损伤指标法

Hybrid Health Monitoring of Prestressed Concrete Girder Bridges by Sequential Vibration-Impedance Approaches
Jeong-Tae Kim,Jae-Hyung Park,Dong-Soo Hong,Woo-Sun Park.Hybrid Health Monitoring of Prestressed Concrete Girder Bridges by Sequential Vibration-Impedance Approaches[J].Steel Construction,2010(2).
Authors:Jeong-Tae Kim  Jae-Hyung Park  Dong-Soo Hong  Woo-Sun Park
Abstract:A hybrid health monitoring system using sequential vibration-impedance approaches is newly proposed to detect two damage types in prestressed concrete(PSC) girder bridges,which are tendon damage and girder damage.It mainly consists of three sequential steps:global damage warning,damage classification,and damage estimation.In Step 1,a global occurrence of damage is warned by monitoring changes in acceleration features.In Step 2,damage-types are classified into either tendon damage or girder damage by recogni...
Keywords:Hybrid health monitoring  Damage detection  PSC girder  Acceleration signatures  Impedance signatures  Damage index method  
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