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Investigation into the mechanical performance of prefabricated angle steel-constrained shear panel dampers
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Jianian HE, Qimin LI, Zhiming HE, Shizhe CHEN, Dongzhuo ZHAO
World Earthquake Engineering | 2025, 41(4) : 83 - 94
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World Earthquake Engineering | 2025, 41(4): 83-94
Investigation into the mechanical performance of prefabricated angle steel-constrained shear panel dampers
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Jianian HE, Qimin LI, Zhiming HE, Shizhe CHEN, Dongzhuo ZHAO
Affiliations
  • School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
Published: 2025-10-01 doi: 10.19994/j.cnki.WEE.2025.0062
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To address the issue of brittle failure induced by welding residual stress and inherent buckling failure of thin steel plates in conventional shear panel dampers (SPD), this paper proposes a novel prefabricated angle steel-constrained shear panel damper (PASPD). The structural configuration, operational mechanism, and distinctive features of the PASPD are comprehensively elucidated. Two prototype specimens were designed and manufactured for experimental investigation. Quasi-static low-cycle reversed loading tests were performed to evaluate the hysteretic behavior, energy dissipation capacity, and failure characteristics of the PASPD. Experimental results demonstrate that the PASPD exhibits stable hysteretic performance and superior energy dissipation characteristics. The study reveals that increasing the web plate thickness can delay the initiation of corner cracks but does not alter the fundamental failure mode of the PASPD. Appropriate boundary constraints using angle steel significantly regulate the stress and strain distribution within the PASPD, concentrating the deformation and energy dissipation in the central region. Compared with the traditional steel plate shear dampers, PASPD exhibits superior ductility performance and higher cumulative energy dissipation. The finite element simulation analysis demonstrates that the synergy between the flange connection plate and the side angle steel can optimize the shear force transmission path of the PASPD, guide the stress and strain distribution of its web to be more uniform, and form an ideal web shear energy dissipation mechanism, thereby enhancing the stability and hysteretic energy dissipation performance of PASPD.

Shear panel damper  /  metallic damper  /  performance test  /  failure characteristics  /  energy dissipation performance
Jianian HE, Qimin LI, Zhiming HE, Shizhe CHEN, Dongzhuo ZHAO. Investigation into the mechanical performance of prefabricated angle steel-constrained shear panel dampers[J]. World Earthquake Engineering, 2025 , 41 (4) : 83 -94 . DOI: 10.19994/j.cnki.WEE.2025.0062
Year 2025 volume 41 Issue 4
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doi: 10.19994/j.cnki.WEE.2025.0062
  • Receive Date:2025-03-12
  • Online Date:2026-03-27
  • Published:2025-10-01
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  • Received:2025-03-12
  • Revised:2025-04-30
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    School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, 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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