Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration

被引:0
|
作者
Chul-Young Kim
Dae-Sung Jung
Nam-Sik Kim
Soon-Duck Kwon
Maria Q.Feng
机构
[1] Dept.of Civil & Envir.Eng.,Myongji University,Korea Professor
[2] Dept.of Civil Engineering,Chonbuk National University,Korea Professor
[3] Hyundai Institute of Construction Technology,Hyundai E&C Co.Ltd.,Korea Chief Researcher
[4] Dept.of Civil & Envir.Eng.,Myongji University,Korea Research Associate
[5] Dept.of Civil & Envir.Eng.,University of California,Irvine,California,USA Professor
关键词
ambient vibration test; traffic induced vibration; vehicle mass; suspension bridge; short-span bridge; dynamic characteristics; natural frequency;
D O I
暂无
中图分类号
U441.3 [];
学科分类号
摘要
Recently,ambient vibration test(AVT)is widely used tu estimate dynamic characteristics of large civil struc-tures.Dynamic characteristics ean be affected by various envirnnmental factors such as humidity,intensity of wind,andtemperature.Besides these environmental conditions,tire mass of vehicles may change the measured valnes when traffic-in-duced vibration is used as a source of AVT tor bridges.The effect of vehicle mass on dynamic characteristics is investigatedthrough traffic-induced vibration tests on three bridges;(1)three-span suspension bridge(128m+404m+128m),(2)five-span continuous steel box girder bridge(59m+3@ 95m+59m),(3)simply supported plate girder bridge(46m).Acceleration histories of each measurement location under normal traffic are recorded for 30 minutes at field.These recor-ded histories are divided into individual vibrations and are combined into two groups aceording to the level of vibration;oneby heavy vehicles such as trucks and buses and the other by light vehicles such as passenger cars.Separate processing ofthe two groups of signals shows that,for the middle and long-span bridges,the difference can be hardly detected,but,forthe short span bridges whose mass is relatively small,the measured natural frequencies can change up to 5.4%.
引用
收藏
页码:109 / 115
页数:7
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