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Seismic response analysis of a cable-stayed bridge with shape memory alloy seismic mitigation systems
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Xiaodong WANG1, Jinguo FAN2, Yuxiao WANG3, Yue ZHENG3, Yufei JIANG3
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 157 - 168
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Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 157-168
Seismic response analysis of a cable-stayed bridge with shape memory alloy seismic mitigation systems
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Xiaodong WANG1, Jinguo FAN2, Yuxiao WANG3, Yue ZHENG3, Yufei JIANG3
Affiliations
  • 1.Highway Maintenance Service Center of Qinhuangdao City, Qinhuangdao 066000, China
  • 2.Rizhao Branch of Shandong Expressway Development Group Co., Ltd., Rizhao 276800, China
  • 3.College of Civil Engineering, Tongji University, Shanghai 200092, China
doi: 10.13197/j.eeed.2024.0415
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Shape memory alloys (SMA) have the characteristic of superelasticity and shape memory property, and are increasingly applied to civil engineering. A novel SMA-based device is proposed, which has the seismic mitigation and displacement limiting capacities. The device connects with the superstructure and substructure of the bridge through axis pins. The novel device not only can restrain the bridge in a safe range, but also can dissipate the seismic energy, and protect the bridge from earthquake damage. This study comments with pseudo-static tests on a single SMA cable specimen and the novel device. The constitutive models of the SMA cable and the novice device are proposed based the test results. A finite element model of a cable-stayed bridge with a main span of 360 meters was established in OpenSeesPy software for investigation. Seven far-field and seven near-field earthquake records were selected to study the seismic responses of the cable-stayed bridge with the novel device equipping 0, 5, 10, 15, 20, 30, 40, 50 SMA cables. The study results indicate that the maximum longitudinal displacement of the girder decreased significantly with the number of SMA cables increased. However, this reduction was accompanied by a slight increase in the average maximum curvature at the base of the main tower. For example, the seismic mitigation device with 10 SMA cables reduced the average maximum displacement of the girder by 51.8% and 36.8% under seven far-field and seven near-field earthquakes, respectively. However, the corresponding average maximum curvature at the tower base increased by 5.1% and 16.0%, respectively. Consequently, the proposed SMA-based seismic mitigation device can effectively reduce the displacement of the girder at the cost of a small curvature increment at the tower base.

seismic prevention of bridge  /  dynamic analysis  /  shape memory alloy  /  seismic mitigation and displacement restraining device
Xiaodong WANG, Jinguo FAN, Yuxiao WANG, Yue ZHENG, Yufei JIANG. Seismic response analysis of a cable-stayed bridge with shape memory alloy seismic mitigation systems[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 157 -168 . DOI: 10.13197/j.eeed.2024.0415
Year 2024 volume 44 Issue 4
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Article Info
doi: 10.13197/j.eeed.2024.0415
  • Receive Date:2023-06-06
  • Online Date:2026-03-30
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  • Received:2023-06-06
  • Revised:2023-12-12
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Affiliations
    1.Highway Maintenance Service Center of Qinhuangdao City, Qinhuangdao 066000, China
    2.Rizhao Branch of Shandong Expressway Development Group Co., Ltd., Rizhao 276800, China
    3.College of Civil Engineering, Tongji University, Shanghai 200092, 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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