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Seismic strengthening of RC frame structure with web-type plate
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Qingxia YUE1, 2, Yipu YU1, Shurong LI1, 2, Xin ZHANG1, 2, Yan WANG3
Journal of Vibration Engineering | 2025, 38(4) : 827 - 837
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Journal of Vibration Engineering | 2025, 38(4): 827-837
Seismic strengthening of RC frame structure with web-type plate
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Qingxia YUE1, 2, Yipu YU1, Shurong LI1, 2, Xin ZHANG1, 2, Yan WANG3
Affiliations
  • 1.School of Civil Engineering,Shandong Jianzhu University,Jinan 250101,China
  • 2.Key Laboratory of Building Structural Retrofitting and Underground Space Engineering,Ministry of Education,Shandong Jianzhu University,Jinan 250101,China
  • 3.Shandong Jiangu Special Professional Engineering Co.,Ltd.,Jinan 250101,China
Published: 2025-04-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.04.018
Outline
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To improve the whole seismic performance of the frame structure,especially the beam-column joint,a new seismic reinforcement method is proposed for reinforced concrete frame structure with adding a web-type plate. The internal force optimum can be achieved by setting the web-type plate at a certain region between frame beams,and the bending moment of the beam-column joint will decrease. A multiple seismic defense lines frame structure can be formed with the web-type plate. A typical frame structure of 10 stories is designed as a case study. The effects of the layout,linear stiffness ratio,and reinforcement of the web-type plate on the structural performance are analyzed. The reinforcement ratio of the web-type plate to the column and beam is proposed. The seismic analysis shows that the lateral stiffness of the structure is improved,meanwhile the bending moment of the beam-column joint is reduced. The optimum layout position of the web-type plate is 0.3 and 0.7 of the beam span,and the suggested linear stiffness ratio of the web-type plate to column and beam are 0.7~1.5 and 3.5~7,respectively. Further,a suggested reinforcement ratio of the web-type plate is given by nonlinear parametric analysis to ensure that the plate yields first as designed. The nonlinear dynamic time-history analysis of an actual engineering project that seismic upgrading with the web-type plate is undertaken. The analysis results show that the lateral displacement,and the inter-story drift ratio of the structure with web-type plate are reduced. Compared with the structure before upgrading,the plastic hinges are reduced. The seismic performance of the frame structure reinforced with the web-type plate is improved. The analysis verify that the proposed strengthening method with web-type plate was reasonable and feasible.

seismic strengthening  /  frame structure  /  additional web-type plate  /  time-history analysis
Qingxia YUE, Yipu YU, Shurong LI, Xin ZHANG, Yan WANG. Seismic strengthening of RC frame structure with web-type plate[J]. Journal of Vibration Engineering, 2025 , 38 (4) : 827 -837 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.04.018
Year 2025 volume 38 Issue 4
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.04.018
  • Receive Date:2023-07-07
  • Online Date:2026-02-12
  • Published:2025-04-10
Article Data
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History
  • Received:2023-07-07
  • Revised:2023-09-27
Funding
Affiliations
    1.School of Civil Engineering,Shandong Jianzhu University,Jinan 250101,China
    2.Key Laboratory of Building Structural Retrofitting and Underground Space Engineering,Ministry of Education,Shandong Jianzhu University,Jinan 250101,China
    3.Shandong Jiangu Special Professional Engineering Co.,Ltd.,Jinan 250101,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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