Investigation of Vibration Caused by Traffic and Railway Load
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Two examples related to the investigation of vibrations in civil engineering structures are presented. In the first example, it is shown how it is possible to decrease vibration in underground structures. These vibrations are caused by train load. It is shown by the results of the presented dynamic analysis that the use of special elastomer is very important in engineering practice in order to decrease structural vibrations. The second example presents the foundation for special equipment - eletronic balances, which are very sensetive, even to small displacement. Presented dynamic analysis is related to the vibrations caused by heavy traffic load in order to obtain optimum foundation solution.
Ključne reči:
dynamic analysis / vibrations / heavy traffic and railway load / mesaurmentsIzvor:
Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic, 2010Izdavač:
- Missouri University of Science and Technology
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GraFarTY - CONF AU - Hadži-Niković, Gordana AU - Ćorić, Stanko PY - 2010 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2864 AB - Two examples related to the investigation of vibrations in civil engineering structures are presented. In the first example, it is shown how it is possible to decrease vibration in underground structures. These vibrations are caused by train load. It is shown by the results of the presented dynamic analysis that the use of special elastomer is very important in engineering practice in order to decrease structural vibrations. The second example presents the foundation for special equipment - eletronic balances, which are very sensetive, even to small displacement. Presented dynamic analysis is related to the vibrations caused by heavy traffic load in order to obtain optimum foundation solution. PB - Missouri University of Science and Technology C3 - Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic T1 - Investigation of Vibration Caused by Traffic and Railway Load UR - https://hdl.handle.net/21.15107/rcub_grafar_2864 ER -
@conference{ author = "Hadži-Niković, Gordana and Ćorić, Stanko", year = "2010", abstract = "Two examples related to the investigation of vibrations in civil engineering structures are presented. In the first example, it is shown how it is possible to decrease vibration in underground structures. These vibrations are caused by train load. It is shown by the results of the presented dynamic analysis that the use of special elastomer is very important in engineering practice in order to decrease structural vibrations. The second example presents the foundation for special equipment - eletronic balances, which are very sensetive, even to small displacement. Presented dynamic analysis is related to the vibrations caused by heavy traffic load in order to obtain optimum foundation solution.", publisher = "Missouri University of Science and Technology", journal = "Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic", title = "Investigation of Vibration Caused by Traffic and Railway Load", url = "https://hdl.handle.net/21.15107/rcub_grafar_2864" }
Hadži-Niković, G.,& Ćorić, S.. (2010). Investigation of Vibration Caused by Traffic and Railway Load. in Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic Missouri University of Science and Technology.. https://hdl.handle.net/21.15107/rcub_grafar_2864
Hadži-Niković G, Ćorić S. Investigation of Vibration Caused by Traffic and Railway Load. in Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic. 2010;. https://hdl.handle.net/21.15107/rcub_grafar_2864 .
Hadži-Niković, Gordana, Ćorić, Stanko, "Investigation of Vibration Caused by Traffic and Railway Load" in Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamic (2010), https://hdl.handle.net/21.15107/rcub_grafar_2864 .