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Isolation effect and influence parameters of mass rotating wrap rope device for regular continuous girder bridge
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Yan-fang LIU1, 2, Wen-xue ZHANG1, Xiu-li DU1, Wei-gang BAO2
Journal of Vibration Engineering | 2024, 37(11) : 1818 - 1825
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Journal of Vibration Engineering | 2024, 37(11): 1818-1825
Isolation effect and influence parameters of mass rotating wrap rope device for regular continuous girder bridge
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Yan-fang LIU1, 2, Wen-xue ZHANG1, Xiu-li DU1, Wei-gang BAO2
Affiliations
  • 1College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124 ,China
  • 2China Communications Construction Company Limited,Beijing 100088,China
Published: 2024-11-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.11.003
Outline
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In order to solve the problem of seismic design of continuous beam bridge in which the longitudinal seismic inertia force is only carried by the fixed pier,the seismic potential of the movable pier is fully exerted with the same section as the fixed pier. Based on the principle of wrap rope,the mass rotation wrap rope device excited by additional mass inertia force is developed to realize the cooperative force of fixed pier and movable pier and limit the relative displacement of beam end. Based on the working principle and structural characteristics of the device,the restoring force model of the device is proposed,and through a 3-span regular continuous beam bridge,the finite element model of the whole bridge is established. The effects of additional mass,friction coefficient and initial relaxation coefficient on the vibration reduction performance of continuous beam bridge are systematically analyzed. The results show that the effect of mass rotation wrap rope device on reducing the seismic response of fixed pier and lifting the movable pier to participate in the longitudinal whole cooperative force of continuous beam bridge is obvious. The influence of parameters of different seismic wave input characteristics is slightly different,but reasonable design parameters of the device will produce a more obvious effect of shock absorption.

continuous girder bridge  /  mass rotation wrap rope device  /  damping effect  /  additional mass  /  friction coefficient  /  initial relaxation coefficient
Yan-fang LIU, Wen-xue ZHANG, Xiu-li DU, Wei-gang BAO. Isolation effect and influence parameters of mass rotating wrap rope device for regular continuous girder bridge[J]. Journal of Vibration Engineering, 2024 , 37 (11) : 1818 -1825 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.11.003
Year 2024 volume 37 Issue 11
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.11.003
  • Receive Date:2022-10-08
  • Online Date:2026-02-12
  • Published:2024-11-28
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  • Received:2022-10-08
  • Revised:2023-01-09
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    1College of Architecture and Civil 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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