Mitigation of Resonance for High Speed Train-bridge Systems Considering Overhanging Beam Effects

التفاصيل البيبلوغرافية
العنوان: Mitigation of Resonance for High Speed Train-bridge Systems Considering Overhanging Beam Effects
المؤلفون: Liu, L. Y., Yau, J. D., Zeng, F., Wang, W. D.
بيانات النشر: 淡江大學出版中心
سنة النشر: 2016
المجموعة: Tamkang University Institutional Repository (TKUIR) / 淡江大學機構典藏
مصطلحات موضوعية: High Speed Rail, Interaction Dynamics, Overhanging Beam, Resonance, VBI Dynamics, Vibration Reduction
الوصف: Short overhanging beams usually exist at both ends of a simply supported bridge. As a train passes through the overhanging beams of the bridge at high speeds, the overhanging beams would be subjected to intensive vibrations, from which the dynamic response of the train-bridge system would be built up. To mitigate the amplified response of the train-bridge system due to the overhanging beam effects, an end rotational spring to restrain the relative rotations is equipped between the free ends of the adjacent beams. By the vehicle-bridge interaction finite element analysis, the numerical studies indicated that the overhanging beams play a key role in amplifying the response of the train-bridge system. Even so, the proposed end restraintscan reduce the amplified response of the VBI system significantly
نوع الوثيقة: other/unknown material
وصف الملف: 118 bytes; text/html
اللغة: English
العلاقة: Journal of Applied Science and Engineering 19(3), pp.259-266; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/109063Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/109063/2/index.htmlTest
الإتاحة: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/109063Test
http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/109063/2/index.htmlTest
رقم الانضمام: edsbas.9A9461D7
قاعدة البيانات: BASE