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Seismic response analysis and lap length study of simply supported beam bridge across faults
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Weiqin YUE1, Laifu ZHANG1, Xiaobo SU1, Chen WANG2, Ruitao WANG1, Hongyu JIA3
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 198 - 213
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 198-213
Seismic response analysis and lap length study of simply supported beam bridge across faults
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Weiqin YUE1, Laifu ZHANG1, Xiaobo SU1, Chen WANG2, Ruitao WANG1, Hongyu JIA3
Affiliations
  • 1.China Railway Changjiang Traffic Design Group Co., Ltd., Chongqing 401121, China
  • 2.Chengdu Metro Operation Co., Ltd., Chengdu 610058, China
  • 3.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
doi: 10.13197/j.eeed.2024.0618
Outline
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To study the seismic response and lap length requirements of the simply-supported bridge across faults, an elastic-plastic analysis model of the simply-supported bridge was established. Through dynamic response analysis, elastic-plastic analysis and shear resistance analysis, the influence of slip effect of fault ground motion on the lap length requirement of simple supported beam bridge is studied, and the relation between the relative displacement of pier beam and the permanent displacement of ground before plastic hinge failure is discussed. Research shows that the location of the fault affected the seismic response of the structure, and the closer the fault structure is, the greater the earthquake impact will be. The slip impact effect of fault ground motion increased the seismic response of the structure. The maximum shear strength ratio of the plastic joint area of the pier under fault earthquake action is 0.47. The checking calculation of the shear strength of the pier meets the requirements of the seismic design code. The seismic response of the structure under cross-fault seismic action drifted, resulting in the plastic hinge only developing in the same direction. The residual sum of squares and R2 of the polynomial fit are 539.910 and 0.984, respectively. When the permanent displacement of ground is 1.6 m, the relative displacement of pier and beam before plastic hinge failure is 49.5 cm, accounting for about 56% of the calculated supported length. When the peak acceleration is small, the supported length of the simply-supported beam bridge under the earthquake action across the fault meets the requirements of the code.

bridge crossing fault  /  plastic hinge  /  lap length  /  slip impact effect  /  elastic-plastic analysis
Weiqin YUE, Laifu ZHANG, Xiaobo SU, Chen WANG, Ruitao WANG, Hongyu JIA. Seismic response analysis and lap length study of simply supported beam bridge across faults[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 198 -213 . DOI: 10.13197/j.eeed.2024.0618
Year 2024 volume 44 Issue 6
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Article Info
doi: 10.13197/j.eeed.2024.0618
  • Receive Date:2023-06-13
  • Online Date:2026-03-30
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  • Received:2023-06-13
  • Revised:2023-11-12
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Affiliations
    1.China Railway Changjiang Traffic Design Group Co., Ltd., Chongqing 401121, China
    2.Chengdu Metro Operation Co., Ltd., Chengdu 610058, China
    3.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, 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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