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Shaking table test design of special irregular arch bridge
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Qiang HAN1, Pengxi LIU1, Bin HUI2, Guangda ZHANG1, Kun XU1, Lihui WANG1, Zhenlei JIA1
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 104 - 114
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 104-114
Shaking table test design of special irregular arch bridge
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Qiang HAN1, Pengxi LIU1, Bin HUI2, Guangda ZHANG1, Kun XU1, Lihui WANG1, Zhenlei JIA1
Affiliations
  • 1.National Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing 100124, China
  • 2.Beijing General Municipal Engineering Design and Research Institute Co., Ltd., Beijing 100082, China
doi: 10.13197/j.eeed.2024.0110
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Shaking table test is an effective means to study the complex dynamic characteristics and seismic response of large structures, and it is the key to desigh the scale model structure in the shaking table test due to the limitation of shaker size and load. Based on the dimensional similarity method and elastic similarity law, the geometric similarity ratio of 1∶20 was taken, and the design of the dynamic scale model of key parameters was carried out using a spatial special-shaped arch bridge as the prototype. Firstly, through finite element numerical analysis, the dynamic characteristics, internal forces and displacements of the original bridge model and the scaled bridge model under dynamic action are analyzed to verify the rationality of the scaled model. Under the selection of reasonable seismic action, the structural time history response analysis was carried out. The calculation results show that the scaled model bridge is completely consistent with the first tenth-order mode of the prototype bridge with the frequency error less than 7%, the response error of internal force, displacement and acceleration of the key section has not exceeded 10%, and the scaled model bridge can reflect the dynamic characteristics and response characteristics of the original bridge. This research work can provide technical support for the seismic design of shaking table of space irregular arch bridge, and provide reference for shaking table tests of similar bridges.

spatial irregular arch bridge  /  dynamic scale model  /  dynamic characteristics  /  dynamic response
Qiang HAN, Pengxi LIU, Bin HUI, Guangda ZHANG, Kun XU, Lihui WANG, Zhenlei JIA. Shaking table test design of special irregular arch bridge[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 104 -114 . DOI: 10.13197/j.eeed.2024.0110
Year 2024 volume 44 Issue 1
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doi: 10.13197/j.eeed.2024.0110
  • Receive Date:2023-03-21
  • Online Date:2026-03-30
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  • Received:2023-03-21
  • Revised:2023-04-19
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Affiliations
    1.National Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing 100124, China
    2.Beijing General Municipal Engineering Design and Research Institute Co., Ltd., Beijing 100082, 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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