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Influence analysis of viscous dampers on mechanical properties of irregular steel joints of pseudo-classic architecture under dynamic cyclic loading
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Zhanjing WU1, 2, Xinwu WANG1, Yan SUI2, Jinshuang DONG3
Journal of Vibration Engineering | 2025, 38(8) : 1857 - 1869
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Journal of Vibration Engineering | 2025, 38(8): 1857-1869
Influence analysis of viscous dampers on mechanical properties of irregular steel joints of pseudo-classic architecture under dynamic cyclic loading
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Zhanjing WU1, 2, Xinwu WANG1, Yan SUI2, Jinshuang DONG3
Affiliations
  • 1.School of Intelligent Construction and Civil Engineering,Luoyang Institute of Science and Technology,Luoyang 471023,China
  • 2.College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
  • 3.School of Civil Engineering and Architechture,Hainan Univerisitey,Haikou 570228,China
Published: 2025-08-10 doi: 10.16385/j.cnki.issn.1004-4523.202404032
Outline
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In order to improve the energy dissipation capacity of the irregular steel joints of pseudo-classic architecture,the replaceable viscous damping device was set up at the location of decorated bracket to dissipate seismic energy. Six specimens of pseudo-classic architecture joints were designed and manufactured,including the single beam-column joint (SBJ) series and double beam-column joint (DBJ) series. The hysteretic curves and skeleton curves of the specimen and the viscous damper were obtained by the sine wave dynamic loading with displacement and frequency control,and the deformation and energy dissipation capacity of the specimen and the viscous damper were analyzed,respectively. The results indicate that the improved dynamic loading system has achieved good test results,and the failure mode of the irregular steel joint of pseudo-classic architecture is improved by installing a viscous damper at the decorated bracket position. The viscous damper has good working state after buckling in the plastic hinge area of the beam end of the specimen,and the hysteresis ring of the specimen becomes full gradually. The larger the damping coefficient of the damper,the fuller the hysteresis rings of the node and the stronger the energy dissipation capacity. With the increase of damping coefficient,the bearing capacity of specimens with controlled joints is increased by 18%~46% compared with that of without controlled,and the viscous damper increases the bearing capacity of specimens with double beam-column joints more significantly. The displacement ductility coefficient of the specimen is between 1.77 and 2.05,and the ductility of the specimen is slightly improved after the viscous damper is installed. The strength degradation coefficients are all about 1.0.

pseudo-classic architecture  /  irregular steel joints  /  dynamic cyclic loading  /  viscous dampers  /  mechanical properties
Zhanjing WU, Xinwu WANG, Yan SUI, Jinshuang DONG. Influence analysis of viscous dampers on mechanical properties of irregular steel joints of pseudo-classic architecture under dynamic cyclic loading[J]. Journal of Vibration Engineering, 2025 , 38 (8) : 1857 -1869 . DOI: 10.16385/j.cnki.issn.1004-4523.202404032
Year 2025 volume 38 Issue 8
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202404032
  • Receive Date:2024-04-15
  • Online Date:2026-02-09
  • Published:2025-08-10
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  • Received:2024-04-15
  • Revised:2024-08-12
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Affiliations
    1.School of Intelligent Construction and Civil Engineering,Luoyang Institute of Science and Technology,Luoyang 471023,China
    2.College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
    3.School of Civil Engineering and Architechture,Hainan Univerisitey,Haikou 570228,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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