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Study on axial compression performance and bearing capacity calculation of seismic-damaged RC columns strengthened with prestressed lattice steel
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Zhenshan WANG1, Jialin XU1, Penggang TIAN2, Junlong LU1, Jianbo TIAN1
Earthquake Engineering and Engineering Dynamics | 2025, 45(3) : 191 - 201
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Earthquake Engineering and Engineering Dynamics | 2025, 45(3): 191-201
Study on axial compression performance and bearing capacity calculation of seismic-damaged RC columns strengthened with prestressed lattice steel
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Zhenshan WANG1, Jialin XU1, Penggang TIAN2, Junlong LU1, Jianbo TIAN1
Affiliations
  • 1.College of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China
  • 2.Shaanxi Construction Engineering Holding Group Science and Technology Innovation of Future City Co., Ltd., Xi’an 727021, China
Published: 2025-06-30 doi: 10.13197/j.eeed.2025.0317
Outline
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This paper proposes a novel prestressed reinforced concrete (RC) column reinforcement method by replacing traditional angle steel with spatial special-shaped steel structures, which enhances constraint effectiveness and construction efficiency through prestressing technology and bolt connections. Four specimens were designed and subjected to axial compression tests to obtain failure modes, load-displacement curves, and strain distribution patterns of different configurations. The study found that post-earthquake damaged RC columns exhibited a 24% reduction in ultimate axial compressive bearing capacity and 46% stiffness degradation. After prestressed lattice steel reinforcement, concrete crack propagation was effectively controlled with significantly reduced damage severity. The bearing capacity and stiffness reached 141% and 115% of the original column’s values respectively, accompanied by a 20% improvement in deformation capacity, demonstrating excellent reinforcement performance. The prestressed lattice steel provides substantial lateral confinement, inducing compressive stresses in reinforced components that enhance material properties and retard crack development. Finally, based on the section equilibrium method, a calculation formula for axial compressive bearing capacity of fully bolted prestressed lattice steel-reinforced seismic-damaged RC columns was established, laying a theoretical foundation for engineering applications of this innovative reinforcement technique.

bolted connection  /  seismic damage  /  prestressing  /  lattice steel  /  axial compression  /  ultimate bearing capacity
Zhenshan WANG, Jialin XU, Penggang TIAN, Junlong LU, Jianbo TIAN. Study on axial compression performance and bearing capacity calculation of seismic-damaged RC columns strengthened with prestressed lattice steel[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (3) : 191 -201 . DOI: 10.13197/j.eeed.2025.0317
Year 2025 volume 45 Issue 3
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Article Info
doi: 10.13197/j.eeed.2025.0317
  • Receive Date:2023-12-19
  • Online Date:2026-03-20
  • Published:2025-06-30
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History
  • Received:2023-12-19
  • Revised:2024-03-08
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Affiliations
    1.College of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China
    2.Shaanxi Construction Engineering Holding Group Science and Technology Innovation of Future City Co., Ltd., Xi’an 727021, 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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