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Effects of Seismic Input Direction and Liquefaction Expansion Site Direction on the Seismic Performance of Curved Bridges
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Chi-yu JIAO1, 2, *, Peng-xiang HUO2, Yue CAO3, Xiang-zhuo ZHANG4, Feng XIE5
Science Technology and Engineering | 2025, 25(8) : 3452 - 3462
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Science Technology and Engineering | 2025, 25(8): 3452-3462
Traffics and Transportations
Effects of Seismic Input Direction and Liquefaction Expansion Site Direction on the Seismic Performance of Curved Bridges
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Chi-yu JIAO1, 2, *, Peng-xiang HUO2, Yue CAO3, Xiang-zhuo ZHANG4, Feng XIE5
Affiliations
  • 1 Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions Beijing University of Civil Engineering and Architecture Beijing 100044 China
  • 2 Ancient Bridge Research Institute Beijing University of Civil Engineering and Architecture Beijing 100044 China
  • 3 Multi-functional Shaking Tables Laboratory Beijing University of Civil Engineering and Architecture Beijing 100044 China
  • 4 Beijing Guodaotong Highway Design & Research Institute Co., Ltd. Beijing 100053 China
  • 5 China Southwest Architectural Design and Research Institute Co., Ltd. Chengdu 610042 China
Published: 2025-03-18 doi: 10.12404/j.issn.1671-1815.2401928
Outline
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Seismic soil liquefaction can lead to soil instability and slip, resulting in irreversible and severe damage to bridges. The seismic response of curved bridges in liquefied lateral extension sites is a major concern due to the complex stress state. Three representative far-field seismic waves were selected and applied to a four-span continuous curved bridge from 12 different directions. The maximum tilt angle of the site was set to be the same as the seismic input angle in order to investigate the seismic response behavior of the curved bridge in the liquefaction expansion site and conduct a comparative analysis. The results show that as the far site seismic input gradually changes from${0}^{\circ }$to${180}^{\circ }$, the pile top bending moment of the curved bridge decreases gradually, with the side piers experiencing larger bending moments compared to the secondary center piers and the center piers. When the seismic input wave changes gradually from${180}^{\circ }$to${360}^{\circ }$, the pile top bending moment gradually increases, with the middle pier and the second pier experiencing higher bending moments than the side piers. The maximum bending moment at the bottom of the pier alternates between the middle pier and the second pier as the seismic input angle changes, with the second pier experiencing a significantly higher number of occurrences of the largest bending moment compared to the middle pier. The relative displacement between the pier and beam and the ground shaking input angle exhibits a cyclic trend of initially increasing and then decreasing. Therefore, it is recommended that the location of a bridge project susceptible to ground vibration should be determined based on the type of ground vibration, and corresponding anti-liquefaction measures should be implemented accordingly.

laterally spreading liquefied site  /  angle of seismic input  /  curved bridge  /  far-field seismic
Chi-yu JIAO, Peng-xiang HUO, Yue CAO, Xiang-zhuo ZHANG, Feng XIE. Effects of Seismic Input Direction and Liquefaction Expansion Site Direction on the Seismic Performance of Curved Bridges[J]. Science Technology and Engineering, 2025 , 25 (8) : 3452 -3462 . DOI: 10.12404/j.issn.1671-1815.2401928
Year 2025 volume 25 Issue 8
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Article Info
doi: 10.12404/j.issn.1671-1815.2401928
  • Receive Date:2024-03-18
  • Online Date:2025-07-29
  • Published:2025-03-18
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  • Received:2024-03-18
  • Revised:2024-12-15
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Affiliations
    1 Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions Beijing University of Civil Engineering and Architecture Beijing 100044 China
    2 Ancient Bridge Research Institute Beijing University of Civil Engineering and Architecture Beijing 100044 China
    3 Multi-functional Shaking Tables Laboratory Beijing University of Civil Engineering and Architecture Beijing 100044 China
    4 Beijing Guodaotong Highway Design & Research Institute Co., Ltd. Beijing 100053 China
    5 China Southwest Architectural Design and Research Institute Co., Ltd. Chengdu 610042 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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