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Seismic response analysis of Fe-SMA-double variable friction pendulum bearing isolated continuous beam bridge under near-fault ground motions
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Jiying SHANG1, 2, Dongxu LOU1, Jianping HAN1, Yinquan YU2, Binglei SONG1
Earthquake Engineering and Engineering Dynamics | 2025, 45(3) : 180 - 190
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Earthquake Engineering and Engineering Dynamics | 2025, 45(3): 180-190
Seismic response analysis of Fe-SMA-double variable friction pendulum bearing isolated continuous beam bridge under near-fault ground motions
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Jiying SHANG1, 2, Dongxu LOU1, Jianping HAN1, Yinquan YU2, Binglei SONG1
Affiliations
  • 1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
  • 2.China Institute of Building Standard Design and Research Co., Ltd., Beijing 100048, China
Published: 2025-06-30 doi: 10.13197/j.eeed.2025.0316
Outline
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To address issues such as excessive displacement and inadequate self-resetting capabilities in isolated bridges employing traditional double concave friction pendulum bearings, a novel iron-based shape memory alloy-double variable friction pendulum bearing (Fe-SMA-DVFPB) was developed. This bearing integrates the variable friction mechanism on the sliding surface with the superelastic properties of shape memory alloy. A constitutive model for the bearing is established, and its equivalent analysis model is determined through theoretical analysis and numerical simulation. Based on practical engineering considerations, isolated bridges with different types of bearings are designed, and their seismic performance under near-fault ground motions is analyzed. The results show that the maximum isolator displacements of the three types of isolation structures under pulse-type earthquakes are 2.1, 1.63 and 1.47 times greater than those under non-pulse-type earthquakes, respectively. Compared to DCFPB-isolated bridges, Fe-SMA-DVFPB-isolated bridges exhibit the maximum reduction in isolator displacement of 38.9% under pulse-type earthquakes and 13% under non-pulse-type earthquakes. Additionally, the maximum reduction in residual displacement is 93.5% for pulse-type and 83.1% for non-pulse-type earthquakes. The use of Fe-SMA-DVFPB significantly improves control over both relative displacement and residual displacement. The reduction in relative displacement and residual displacement in Fe-SMA-DVFPB-isolated bridge bearings is significantly greater than the increase in bending moment and shear force at the pier base. Fe-SMA-DVFPB can further enhance the post-earthquake resilience of bridges.

iron-based shape memory alloy  /  double variable friction pendulum bearing  /  constitutive model  /  analysis model  /  near-fault ground motions  /  seismic performance
Jiying SHANG, Dongxu LOU, Jianping HAN, Yinquan YU, Binglei SONG. Seismic response analysis of Fe-SMA-double variable friction pendulum bearing isolated continuous beam bridge under near-fault ground motions[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (3) : 180 -190 . DOI: 10.13197/j.eeed.2025.0316
Year 2025 volume 45 Issue 3
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Article Info
doi: 10.13197/j.eeed.2025.0316
  • Receive Date:2024-05-09
  • Online Date:2026-03-20
  • Published:2025-06-30
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  • Received:2024-05-09
  • Revised:2024-10-17
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    1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
    2.China Institute of Building Standard Design and Research Co., Ltd., Beijing 100048, 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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