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Experiment study on seismic performance of prefabricated frame structure with viscous damper
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Jiawei JI1, Wenfu HE2, Ziduan SHANG1, Kun WANG2, Sen YANG2
Earthquake Engineering and Engineering Dynamics | 2025, 45(4) : 191 - 199
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Earthquake Engineering and Engineering Dynamics | 2025, 45(4): 191-199
Experiment study on seismic performance of prefabricated frame structure with viscous damper
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Jiawei JI1, Wenfu HE2, Ziduan SHANG1, Kun WANG2, Sen YANG2
Affiliations
  • 1.Shanghai Nuclear Engineering Research & Design Institute Co., Ltd., Shanghai 200233, China
  • 2.School of Mechanics and Engineering Science, Shanghai University, Shanghai 200444, China
Published: 2025-08-22 doi: 10.13197/j.eeed.2025.0419
Outline
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A fully precast concrete energy-dissipation frame structure is proposed. It adopts straight threaded sleeve connections and employs viscous dampers to enhance its overall seismic performance. To investigate the seismic performance of the proposed precast concrete energy-dissipation frame structure, pseudo-dynamic tests were carried out on a precast concrete energy-dissipation frame specimen and a precast frame specimen. The research focused on the failure modes, plastic hinge development, hysteretic behaviors, stiffness degradation, ductility, and energy dissipation capacities of the frame specimens. The results indicate that both the precast frame specimens with and without viscous dampers experienced flexural-shear failure, with the damage concentrated near the mid-height of the column joint. Compared with the precast frame without a damper, the precast energy-dissipation framework exhibited a 97% increase in positive ultimate bearing capacity and an 82% increase in negative ultimate bearing capacity. The energy dissipation capacity and stiffness were also significantly improved. Considering the stress state of the framework, the precast framework columns are in a pure shear state at mid-height, which requires high shear resistance and is prone to brittle failure. Therefore, it is recommended to strengthen the shear resistance of the mid-height connection joints, improve the construction quality, and ensure the gripping force of the connection parts.

precast concrete energy-dissipation frame  /  seismic performance  /  dynamic test  /  viscous damper  /  straight threaded sleeve
Jiawei JI, Wenfu HE, Ziduan SHANG, Kun WANG, Sen YANG. Experiment study on seismic performance of prefabricated frame structure with viscous damper[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (4) : 191 -199 . DOI: 10.13197/j.eeed.2025.0419
Year 2025 volume 45 Issue 4
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Article Info
doi: 10.13197/j.eeed.2025.0419
  • Receive Date:2024-09-30
  • Online Date:2026-03-20
  • Published:2025-08-22
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History
  • Received:2024-09-30
  • Revised:2024-11-01
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    1.Shanghai Nuclear Engineering Research & Design Institute Co., Ltd., Shanghai 200233, China
    2.School of Mechanics and Engineering Science, Shanghai University, Shanghai 200444, 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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