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Experimental study on mechanical behavior of sinusoidal waveform steel plate damper
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Weisu WENG1, 2, Benqing PAN1, 3, Chunlei QIAO1, 2, Yong HAO1, 2, Jilong JIA1, 2, Xiaodong WANG1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 157 - 166
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 157-166
Experimental study on mechanical behavior of sinusoidal waveform steel plate damper
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Weisu WENG1, 2, Benqing PAN1, 3, Chunlei QIAO1, 2, Yong HAO1, 2, Jilong JIA1, 2, Xiaodong WANG1, 2
Affiliations
  • 1.School of Civil Engineering, Hebei University of Architecture, Zhanjiakou 075000, China
  • 2.Hebei Key Laboratory of Civil Engineering Diagnosis, Reconstruction and Disaster Resistance, Zhangjiakou 075000, China
  • 3.The Third Construction Co., Ltd. of China Construction Third Engineering Bureau, Wuhan 430074, China
doi: 10.13197/j.eeed.2024.0515
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In order to solve the problems of low out-of-plane stiffness of the energy dissipation web of traditional shear plate damper and easy to occur out-of-plane buckling under large deformation, a sinusoidal waveform steel plate damper was proposed. Considering the placement direction of the waveform web and the yield strength, four specimens were designed and tested under low cycle repetitive load to analyze the hysteretic performance, bearing capacity and stiffness degradation. The results show that strong energy dissipation capacity, good ductility, and stable hysteresis performance under large deformation is the characteristics of sinusoidal wave plate damper, and the transverse wave steel plate damper with low peak load is the best. The energy dissipation capacity and ductility are better than those of the vertical waveform steel plate damper, and its stiffness degradation rate is higher than that of the transverse waveform steel plate damper. The hysteretic curve of webs made of low yield point steel is full.

sinusoidal waveform steel plate damper  /  low cyclic reciprocating load test  /  low yield point steel  /  hysteretic property
Weisu WENG, Benqing PAN, Chunlei QIAO, Yong HAO, Jilong JIA, Xiaodong WANG. Experimental study on mechanical behavior of sinusoidal waveform steel plate damper[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 157 -166 . DOI: 10.13197/j.eeed.2024.0515
Year 2024 volume 44 Issue 5
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Article Info
doi: 10.13197/j.eeed.2024.0515
  • Receive Date:2023-06-07
  • Online Date:2026-03-30
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  • Received:2023-06-07
  • Revised:2023-12-17
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Affiliations
    1.School of Civil Engineering, Hebei University of Architecture, Zhanjiakou 075000, China
    2.Hebei Key Laboratory of Civil Engineering Diagnosis, Reconstruction and Disaster Resistance, Zhangjiakou 075000, China
    3.The Third Construction Co., Ltd. of China Construction Third Engineering Bureau, Wuhan 430074, 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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