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  <title>Vibration Analysis on the Bridge Structures Caused by Train Load</title>
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  <namePart>Marpaung Bangun</namePart>
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   <roleTerm type="text">Primary Author</roleTerm>
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  <place>
   <placeTerm type="text">Semarang</placeTerm>
   <publisher>Universitas Negeri Semarang</publisher>
   <dateIssued>2020</dateIssued>
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  <languageTerm type="code">e</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>hlm : 152-157</extent>
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  <title>Jurnal Teknik Sipil dan Perencanaan</title>
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<note>Abstract: The Muktiharjo Kaligawe railway bridge or BH 9 which located in KM 3+450 is truss bridge that has a special function,that is as a railway network where the BH 9 is a bridge with the steel frame type. Tests and analysis are done on two points of the bridge structures, those are in one third span of the bridgeâ€™s structure and another in the middle span of the bridgeâ€™s structure. The acceleration of vibration when the sensor accelerometer placed in one third part of the bridgeâ€™s structure influenced Y the most. While the acceleration of vibration when the sensor accelerometer placed in the middle part of the bridgeâ€™s structure influenced Z the most. The maximum acceleration in the one third part of the bridge structure where the Argo Anggrek train with the speed of 47 mph has the maximum acceleration towards X of 1.346270 m/s2, the maximum acceleration towards Y is 1.639314 m/s2, and the maximum acceleration towards Z is 1.315038 m/s2. Meanwhile the maximum acceleration where the accelerometer placed in the middle part of the bridge, Argo Anggrek train with the speed of 49 mph has the maximum acceleration toward X of 1.053043 m/s2, the maximum acceleration towards Y is 0.631594 m/s2, and the maximum acceleration towards Z is 1.191879 m/s2. The maximum acceleration when the accelerometer placed in the middle part of the bridge, Maharani train with the speed of 45 mph has the maximum acceleration towards X of 1.231041 m/s2, the maximum acceleration towards Y is 1.425204 m/s2, and the maximum acceleration towards Z is 1.319857 m/s2. Meanwhile the maximum acceleration when the accelerometer placed in the middle part of the bridge where Maharani train pass with the speed of 46 mph has the maximum acceleration towards X of 0.509838 m/s2, the maximum acceleration towards Y is 0.639036 m/s2, and the maximum acceleration towards Z is 1.073661 m/s2.</note>
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<subject authority="">
 <topic>Teknik Sipil</topic>
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<classification>JTSP</classification>
<identifier type="isbn">14111772</identifier>
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 <physicalLocation>Perpustakaan Teknik UPI YAI </physicalLocation>
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