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Experimental study on seismic performance of earthquake-resilient fully bolted beam-column joint
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Yu BAO1, Jian-peng WEI1, Yang GUO1, Li-min TIAN1, 2, Dong CHEN3
Journal of Vibration Engineering | 2024, 37(12) : 2045 - 2054
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Journal of Vibration Engineering | 2024, 37(12): 2045-2054
Experimental study on seismic performance of earthquake-resilient fully bolted beam-column joint
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Yu BAO1, Jian-peng WEI1, Yang GUO1, Li-min TIAN1, 2, Dong CHEN3
Affiliations
  • 1Anhui Provincial Key Laboratory of Building Earthquake Disaster Mitigation and Green Operations,Anhui Institute of Building Research & Design,Hefei 230031,China
  • 2College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
  • 3College of Civil Engineering,Anhui Jianzhu University,Hefei 230601,China
Published: 2024-12-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.12.006
Outline
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To achieve rapid recovery of structural function after the earthquake,based on the idea of replaceability and additional energy consumption,a new earthquake-resilient fully bolted beam-column joint is introduced in this study. The shortcoming of insufficient energy dissipation ability of the existing fully bolted joint loaded into large deformation condition is improved by setting up the T-shaped energy dissipator. The influence of the energy consumption length and slenderness ratio of the T-shaped energy dissipator on the seismic behavior of the new earthquake-resilient fully bolted joint is studied. Three new earthquake-resilient fully bolted joints and one welded joint were subjected to low-cycle loading. The results of tests show that the seismic performance of the new earthquake-resilient fully-bolted joint is better than that of the traditional welded joint. The new earthquake-resilient fully-bolted joint can concentrate the plasticity and damage,transfer the plastic zone to the T-type energy dissipation plate,and avoid the fracture of the welding zone at the beam end. In this paper,the lower limit of the length of the energy dissipation segment is given. When the energy dissipation segment has sufficient deformation length,and the cross-section area of the energy dissipation section is the same,the conservative slenderness ratio is determined to be 13.2,which can make the new joints have good bearing capacity and ductility,and give full play to the seismic performance of the new joint.

prefabricated steel structure  /  earthquake-resilient  /  low-cyclic loading test  /  hysteretic performance  /  beam-column joint  /  slenderness ratio
Yu BAO, Jian-peng WEI, Yang GUO, Li-min TIAN, Dong CHEN. Experimental study on seismic performance of earthquake-resilient fully bolted beam-column joint[J]. Journal of Vibration Engineering, 2024 , 37 (12) : 2045 -2054 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.12.006
Year 2024 volume 37 Issue 12
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.12.006
  • Receive Date:2022-10-19
  • Online Date:2026-02-12
  • Published:2024-12-28
Article Data
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History
  • Received:2022-10-19
  • Revised:2023-01-12
Funding
Affiliations
    1Anhui Provincial Key Laboratory of Building Earthquake Disaster Mitigation and Green Operations,Anhui Institute of Building Research & Design,Hefei 230031,China
    2College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
    3College of Civil Engineering,Anhui Jianzhu University,Hefei 230601,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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