An application of this measurement technology in the vibration remote monitoring system of bridge is introduced in this paper.
本文介绍这一技术在桥梁振动数据远程监测系统中的应用和实现方法。
In this system vibration and yawp diagnosis method is adopted to realize the quality inspection of the Rear Bridge.
本系统决定采用振动和噪声诊断方法实现对后桥的质量检测。
In chapter four, Bridge vibration system Modeling.
第四章。桥梁振动系统建模。
The vibration monitoring system is a necessary component part of bridge health monitoring system.
振动监测系统是桥梁健康监测系统的必要组成部分。
The fundamental problem in the establishment and solution to the spatial vibration equation of train-track (bridge) time-varying system at home and abroad is analyzed in detail.
分析了国内外在列车-轨道（桥梁）时变系统空间振动方程的建立及其求解过程中存在的根本问题。
In this paper, the fundamental problems in the calculation of transverse vibration of train bridge and train track time varying system are expounded.
本文论述了车桥及车轨时变系统横向振动计算中存在的根本问题。
The transverse track irregularity is mostly treated as the exciting source of transverse vibration of train-bridge (or track) time-varying system at home and abroad.
国内外在列车-轨道时变系统横向振动计算中，大多采用轨道横向不平顺作为列车-桥梁(轨道)时变系统横向振动的激振源。
The vehicle-bridge vibration system is divided into two sub-system of vehicle vibration system and bridge vibration system.
两个体系的振动相互影响、相互制约，使其可以看作一个车辆桥梁体系的振动。
The analysing method applying to coupled vibration of railway vehicle-bridge system is advanced in this paper.
本文建立了铁路车桥系统耦合振动的分析方法。
In the paper, a method for spatial vibration analysis of the system of train and long span steel trussed cable-stayed bridge is presented.
本文提出了一种分析列车、大跨度钢桁梁斜拉桥系统空间振动的方法。
Finally, we do some research on more than one vehicle-bridge coupling system model and vibration analysis of the problem.
最后研究了多台变速车辆与桥梁耦合系统的振动问题。
However, it is well know that the random vibration analysis of vehicle-bridge coupling system is a very difficult problem.
而对车辆-桥梁这种复杂的耦合系统进行随机分析，历来被认为是一件非常困难的工作。
In the paper, one of the finite element analytical models for spatial vibration of the train and deck steel plate girder bridge system is presented.
以结构力学为基础，利用加固前对钢板梁桥测得的横向位移，提出了一种通过反算出列车等效横向摇摆力来计算加固后钢板梁桥的横向位移的方法。
In the paper, one of the finite element analytical models for spatial vibration of the train and deck steel plate girder bridge system is presented.
以结构力学为基础，利用加固前对钢板梁桥测得的横向位移，提出了一种通过反算出列车等效横向摇摆力来计算加固后钢板梁桥的横向位移的方法。
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