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Calculation model and application of buckling-restrained steel plate wall combined with friction damper
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Dazhu HU1, Kunwang ZHAN1, Zhiping WU1, Juan ZHAO1, Chunli XU2
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 72 - 83
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 72-83
Calculation model and application of buckling-restrained steel plate wall combined with friction damper
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Dazhu HU1, Kunwang ZHAN1, Zhiping WU1, Juan ZHAO1, Chunli XU2
Affiliations
  • 1.School of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 201418, China
  • 2.Shanghai Baoye Group Co., Ltd., Shanghai 200941, China
doi: 10.13197/j.eeed.2024.0607
Outline
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For the large yield displacement of the buckling-restrained steel plate wall(BRW), only stiffness and bearing capacity can be provided in the small deformation stage. BRW can not dissipate energy in the small deformation stage. To solve this problem, the wall type friction damper (FD) and buckling-restrained steel plate wall are arranged in parallel in the thickness direction to form a new type of buckling-restrained steel plate wall combined with friction damper (FD-BRW). In the small deformation stage, the friction damper in the composite member slides to dissipate energy. As the deformation increases, the buckling-restrained steel plate wall yields, and the friction damper and the buckling-restrained steel plate wall dissipate energy together. Based on the test results of BRW, FD and FD-BRW, a simplified calculation model was established to simulate the mechanical properties of FD-BRW. The simplified calculation model consists of three springs. The calculation results of the simplified model were basically consistent with the experimental results, which can replace the solid finite element analysis and can be directly applied in the overall analysis of the structure. Based on the simplified model, taking the optimal additional damping as the control index, the reasonable ratio of the sliding friction force of friction damper to the yield bearing capacity of the buckling-restrained steel plate wall (slip-yield ratio) and the recommended value of the height-width ratio of the member were discussed through parametric analysis. The results showed that the height-width ratio is recommended to be less than 1.5, and the reasonable range of slip-yield ratio is 0.07~0.10.

buckling-restrained steel plate wall combined with friction damper  /  friction damper  /  buckling-restrained steel plate wall  /  spring model  /  parameter analysis
Dazhu HU, Kunwang ZHAN, Zhiping WU, Juan ZHAO, Chunli XU. Calculation model and application of buckling-restrained steel plate wall combined with friction damper[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 72 -83 . DOI: 10.13197/j.eeed.2024.0607
Year 2024 volume 44 Issue 6
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doi: 10.13197/j.eeed.2024.0607
  • Receive Date:2023-10-22
  • Online Date:2026-03-30
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  • Received:2023-10-22
  • Revised:2023-12-06
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Affiliations
    1.School of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 201418, China
    2.Shanghai Baoye Group Co., Ltd., Shanghai 200941, 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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