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Research on the influence of vertical ground motion on the seismic response of self-centering column piers and their continuous beam bridges
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Dongsheng WANG, Kailin ZHANG, Haoyue ZHEN, Chaoyang GE, Lei TONG
Earthquake Engineering and Engineering Dynamics | 2025, 45(4) : 64 - 74
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Earthquake Engineering and Engineering Dynamics | 2025, 45(4): 64-74
Research on the influence of vertical ground motion on the seismic response of self-centering column piers and their continuous beam bridges
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Dongsheng WANG, Kailin ZHANG, Haoyue ZHEN, Chaoyang GE, Lei TONG
Affiliations
  • School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China
Published: 2025-08-22 doi: 10.13197/j.eeed.2025.0407
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Vertical ground motion is more intense in the near-fault zones, which poses a potential threat to the rocking self-centering (RSC) column piers with low seismic damage characteristics. Based on the OpenSees platform, finite element model of RSCs was established, and the accuracy of the modeling method was validated by comparing simulation results with pseudo-static and shaking table test results. Ten near-filed ground motions with pulse-like waves were used as the earthquake inputs, and bidirectional horizontal excitation and the three-dimensional excitation were considered respectively. A research on the influence of vertical ground motion on the seismic response of RSCs, and the continuous beam bridge with RSCs was conducted. The results show that vertical ground motions can increase the maximum axial force of RSCs, and reduce the minimum height of the RSC section, but the changes are not significant on average. Under disadvantageous conditions, the maximum axial force can increase by about 19.55%, and the minimum height of the compression zone of the section can be reduced by about 22.05%. Overall, the vertical ground motion has a minor impact on the maximum displacement at the top of RSCs. Vertical ground motion can greatly change the tensile stress and failure of energy-dissipating steel bars in RSC bridge columns. Therefore, it is necessary to consider the vertical ground motion effects on seismic response estimation of RSC bridge columns and RSC bridge structures.

rocking self-centering (RSC) column piers  /  vertical ground motion  /  numerical analysis  /  energy-dissipating steel bars
Dongsheng WANG, Kailin ZHANG, Haoyue ZHEN, Chaoyang GE, Lei TONG. Research on the influence of vertical ground motion on the seismic response of self-centering column piers and their continuous beam bridges[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (4) : 64 -74 . DOI: 10.13197/j.eeed.2025.0407
Year 2025 volume 45 Issue 4
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doi: 10.13197/j.eeed.2025.0407
  • Receive Date:2023-11-21
  • Online Date:2026-03-20
  • Published:2025-08-22
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  • Received:2023-11-21
  • Revised:2024-02-18
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    School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, 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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