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Shaking table tests on mass rotation wrap rope device for continuous girder bridges
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Yan-fang LIU1, 2, Wen-xue ZHANG1, Xiu-li DU1, Wei-gang BAO2
Journal of Vibration Engineering | 2024, 37(4) : 548 - 555
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Journal of Vibration Engineering | 2024, 37(4): 548-555
Shaking table tests on mass rotation wrap rope device for continuous girder bridges
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Yan-fang LIU1, 2, Wen-xue ZHANG1, Xiu-li DU1, Wei-gang BAO2
Affiliations
  • 1Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China
  • 2China Communications Construction Company Limited, Beijing 100088, China
Published: 2024-04-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.04.002
Outline
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In order to give full play to the seismic potential of the movable support pier and improve the overall longitudinal synergistic effect of the continuous girder bridge,based on the principle of functional separation and synergistic force,a new type of mass rotation wrap rope device is proposed based on the mechanism of wrap rope. Taking a typical three-span continuous girder bridge as an example,the shaking table test is carried out by inputting actual seismic waves with different seismic spectrum characteristics and intensity as excitation,the seismic response with equal pier height model and unequal pier height model are analyzed to explore the synergistic force and shock absorption effect of the device on the continuous girder bridge. Through the test results of the response of the key positions of the structure such as the acceleration response,displacement response and strain response,it can be seen that the effect of the device on the movable bearing pier participating in the overall longitudinal synergistic force of the continuous girder bridge is more obvious,and with the increase of the ground motion input intensity,the synergistic effect of the device becomes more and more prominent,the design intention of the device is realized. At the same time,the effect of the device is related to factors such as the number of wrap rope turns of the device itself,the pier height of the movable bearing pier,etc. The design needs to determine the reasonable design parameters of the device according to different factors such as the pier height to achieve the best effect of the device.

continuous girder bridge  /  synergistic force  /  shaking table test  /  mass rotation wrap rope device
Yan-fang LIU, Wen-xue ZHANG, Xiu-li DU, Wei-gang BAO. Shaking table tests on mass rotation wrap rope device for continuous girder bridges[J]. Journal of Vibration Engineering, 2024 , 37 (4) : 548 -555 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.04.002
Year 2024 volume 37 Issue 4
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.04.002
  • Receive Date:2022-06-03
  • Online Date:2026-02-09
  • Published:2024-04-28
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  • Received:2022-06-03
  • Revised:2022-08-22
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Affiliations
    1Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China
    2China Communications Construction Company Limited, Beijing 100088, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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