铁道标准设计2016，Vol.60Issue(10)：67-71,5.DOI:10.13238/j.issn.1004-2954.2016.10.016
轻轨桥梁高墩结构动载试验与振动特性分析
Dynamic Test and Analysis of Vibration Performance of Light Rail Bridge High Piers
摘要
Abstract
With reference to a straddle-type monorail transportation bridge, experimental investigation and finite element analysis on vibration characteristics of high piers are performed. Results from FFT and HHT are applied to analyze the vibration characteristics of high piers based on test data respectively. The results show that HHT is better than FFT in signal processing and analyzing. The comparison of the calculated results with the measured data shows that the practical rigidity is greater than theoretical one. The analysis of the vibration characteristics of the high piers indicates that their dynamic performances are good and satisfy the specifications and operating requirements.关键词
跨座式单轨交通桥梁/高墩结构/振动特性/FFT变换/HHT变换Key words
Straddle-type monorail transportation bridge/High pier structure/Vibration characteristic/FFT transform/HHT transform分类
交通工程引用本文复制引用
蒋依坛,施洲,蒲黔辉..轻轨桥梁高墩结构动载试验与振动特性分析[J].铁道标准设计,2016,60(10):67-71,5.基金项目
四川省科技研究计划项目(2013GZ0147-4) （2013GZ0147-4）
