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Longitudinal seismic response analysis of multi-span continuous girder bridges considering local site effects
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Kun WU1, Jie MA1, Junsheng SU2, Yu CHEN1, Xin HUANG1, Lin QI1, Changhui LI1
Journal of Vibration Engineering | 2025, 38(1) : 154 - 161
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Journal of Vibration Engineering | 2025, 38(1): 154-161
Longitudinal seismic response analysis of multi-span continuous girder bridges considering local site effects
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Kun WU1, Jie MA1, Junsheng SU2, Yu CHEN1, Xin HUANG1, Lin QI1, Changhui LI1
Affiliations
  • 1.School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China
  • 2.School of Civil Engineering, Tianjin University, Tianjin 300350, China
Published: 2025-01-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.01.017
Outline
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In the seismic design of bridge structures, the influence of local site conditions at piers on the seismic response should be considered. The multi-support response spectrum method is a common method for seismic performance analysis of bridge structures under spatial ground motion. For deep-water bridge, the existing method cannot include the water-structure interaction.Based on the radiation wave theory, this paper proposed a multi-support response spectrum considering the water-structure interaction by introducing the term of hydrodynamic pressure into the vibration equation of the bridge. The correctness of the method was verified. Taking a typical five-span continuous girder bridge as an example, the seismic response of the bridge under different site conditions is studied by changing the site type of the pier, seismic intensity, and design seismic group. The influence law of local site effect on the seismic response of the multi-span continuous girder bridge is revealed. The results show that with the softening of site of pier 3, the relative displacement at top of pier 3 decreases by up to 93.0% at most. The influence of site type on pier displacement is greater than that of the axial force of girder and the bending moment at bottom of pier. With the increase of seismic intensity, the relative displacement at top of pier, axial force of girder and bending moment at bottom of pier increase by 7 times. With the increase of epicenter distance, the relative displacement at top of pier increases by 41.0%, the axial force of girder increases approximately by 18.0%, and the bending moment at bottom of pier increases approximately by 30.0%.

local site effect  /  deep-water bridge  /  longitudinal seismic response  /  response spectrum method  /  multi-support excitation
Kun WU, Jie MA, Junsheng SU, Yu CHEN, Xin HUANG, Lin QI, Changhui LI. Longitudinal seismic response analysis of multi-span continuous girder bridges considering local site effects[J]. Journal of Vibration Engineering, 2025 , 38 (1) : 154 -161 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.01.017
Year 2025 volume 38 Issue 1
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.01.017
  • Receive Date:2023-03-27
  • Online Date:2026-02-11
  • Published:2025-01-10
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History
  • Received:2023-03-27
  • Revised:2023-05-09
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Affiliations
    1.School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China
    2.School of Civil Engineering, Tianjin University, Tianjin 300350, 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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