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Seismic Performance of Frame Based on the Macro Model of Composite Joints with Novel Side-plate Reinforced Connections
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Qing-qing XIONG1, 2, Xiao-lin ZHOU2, Wang ZHANG1, 2, *, Wen-bo WU2, Ao-hua LIU2
Science Technology and Engineering | 2025, 25(16) : 6879 - 6889
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Science Technology and Engineering | 2025, 25(16): 6879-6889
Papers·Architectural Science
Seismic Performance of Frame Based on the Macro Model of Composite Joints with Novel Side-plate Reinforced Connections
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Qing-qing XIONG1, 2, Xiao-lin ZHOU2, Wang ZHANG1, 2, *, Wen-bo WU2, Ao-hua LIU2
Affiliations
  • 1 Ministry of Education Key Laboratory of Road and Railway Engineering Safety, Shijiazhuang 050043, China
  • 2 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
Published: 2025-06-08 doi: 10.12404/j.issn.1671-1815.2405410
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To realize the efficient analysis of composite joints with novel side-plate reinforced connections, a macro model of beam-column-slab composite joint was proposed. The optimal realization method of the connection between floor and steel beam was determined. The accuracy and reliability of the macro model was verified. Furthermore, a beam-column joint frame model with traditional side-plate reinforced connections (TSP), a beam-column joint frame model with novel side-plate reinforced connections (FBSP), and a composite joint frame model with novel side-plate reinforced connections (CJ-FBSP) were established. Elastic-plastic time-history analysis was conducted on three frame models considering the joint performance. The top point lateral displacement, inter-story drift angle, plastic energy dissipation, and plastic hinge distribution of different frame models under seismic waves were obtained. The results show that the performance of TSP and FBSP joints can be well simulated according to the spring stiffness calculation method. At the same time, the connection method considering the shear slip and pull-out performance of studs can precisely simulate the mechanical performance of composite joints. The inter-story drift angle of the three joint frame models do not exceed the specification limit (1/50). The maximum inter-story drift angle of FBSP frame model is smaller than that of TSP frame model but larger than that of CJ-FBSP frame model, and the plastic energy dissipation capacity is the best. Due to the strengthening effect of the floor, the plastic hinge rate of CJ-FBSP frame model is the smallest but the plastic energy dissipation capacity is weak.

composite joint with novel side-plate reinforced connections  /  macro model  /  inter-story drift angle  /  elastic-plastic time-history analysis
Qing-qing XIONG, Xiao-lin ZHOU, Wang ZHANG, Wen-bo WU, Ao-hua LIU. Seismic Performance of Frame Based on the Macro Model of Composite Joints with Novel Side-plate Reinforced Connections[J]. Science Technology and Engineering, 2025 , 25 (16) : 6879 -6889 . DOI: 10.12404/j.issn.1671-1815.2405410
Year 2025 volume 25 Issue 16
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Article Info
doi: 10.12404/j.issn.1671-1815.2405410
  • Receive Date:2024-07-18
  • Online Date:2025-07-09
  • Published:2025-06-08
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  • Received:2024-07-18
  • Revised:2025-03-09
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Affiliations
    1 Ministry of Education Key Laboratory of Road and Railway Engineering Safety, Shijiazhuang 050043, China
    2 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, 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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