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Experimental study on seismic performance of reinforced concrete shear walls with flange under biaxial lateral loading
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Bin WANG1, 2, Meng-zhen WU1, 2, Qing-xuan SHI1, 2, Wen-zhe CAI1, 3, Huan-xue GONG1, 2
Journal of Vibration Engineering | 2024, 37(4) : 588 - 600
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Journal of Vibration Engineering | 2024, 37(4): 588-600
Experimental study on seismic performance of reinforced concrete shear walls with flange under biaxial lateral loading
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Bin WANG1, 2, Meng-zhen WU1, 2, Qing-xuan SHI1, 2, Wen-zhe CAI1, 3, Huan-xue GONG1, 2
Affiliations
  • 1State Key Laboratory of Green Building in Western China, Xi’an University of Architecture & Technology, Xi’an 710055, China
  • 2School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
  • 3School of Urban Planning and Municipal Engineering, Xi’an Polytechnic University, Xi’an 710699, China
Published: 2024-04-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.04.006
Outline
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To reveal the influence of biaxial coupling effect on the multi-dimensional seismic performance of flanged reinforced concrete (RC) shear walls with different section forms,three T-shaped and two L-shaped RC shear walls were tested under low cyclic loading along their principal axes. The failure modes,hysteretic characteristics,bearing capacity,ductility,ultimate drift ratio,energy dissipation capacity and reinforcement strain of RC shear walls with flange under uniaxial and biaxial lateral loading were compared and analyzed. Test results show that failures of T-shaped walls and L-shaped walls exhibit obvious asymmetry,and the damage is concentrated at the free end of wall penal. Biaxial loading aggravates the cracking and damage degree of RC shear wall with flange,and is likely to cause local damage concentration. Compared with the RC shear wall with flange under uniaxial loading,the biaxially loaded specimens have smaller bearing capacity and deformation capacity in all directions,larger proportion of flexural deformation in the plastic hinge area of web segment,faster energy consumption,poorer energy dissipation capacity in a single direction,larger strains of vertical reinforcement in web and flange,and more obvious shear lag effect of flange. Biaxial coupling effect has more pronounced influence on the damage evolution of L-shaped walls than that of T-shaped walls,resulting in greater reduction of seismic performance index of L-shaped walls under biaxial loading than that of T-shaped walls. Considering the biaxial seismic actions,the limit value of inter-story drift ratio of RC shear walls in China's seismic design code is still relatively safe,but the safety redundancy is reduced.

shear wall  /  seismic performance  /  biaxial loading  /  low cyclic loading test  /  damage mechanism
Bin WANG, Meng-zhen WU, Qing-xuan SHI, Wen-zhe CAI, Huan-xue GONG. Experimental study on seismic performance of reinforced concrete shear walls with flange under biaxial lateral loading[J]. Journal of Vibration Engineering, 2024 , 37 (4) : 588 -600 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.04.006
Year 2024 volume 37 Issue 4
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.04.006
  • Receive Date:2022-03-28
  • Online Date:2026-02-09
  • Published:2024-04-28
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  • Received:2022-03-28
  • Revised:2022-10-13
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Affiliations
    1State Key Laboratory of Green Building in Western China, Xi’an University of Architecture & Technology, Xi’an 710055, China
    2School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
    3School of Urban Planning and Municipal Engineering, Xi’an Polytechnic University, Xi’an 710699, 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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