收藏切换
Seismic performance test and bearing capacity design method of steel plate concrete composite shear walls with PBL connectors
收藏切换
PDF
Tingting TU1, Hanheng WU1, Chen WANG1, Shijie DANG1, Lu SUI2
Earthquake Engineering and Engineering Dynamics | 2025, 45(4) : 200 - 212
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2025, 45(4): 200-212
Seismic performance test and bearing capacity design method of steel plate concrete composite shear walls with PBL connectors
Full
Tingting TU1, Hanheng WU1, Chen WANG1, Shijie DANG1, Lu SUI2
Affiliations
  • 1.School of Civil Engineering, Chang’an University, Xi’an 710061, China
  • 2.Shaanxi Railway Institute, Weinan 714000, China
Published: 2025-08-22 doi: 10.13197/j.eeed.2025.0420
Outline
收藏切换

In order to expand the application of perfobond leiste (PBL) shear connectors, the low-cycle reciprocating loading tests were conducted on one steel reinforced concrete composite shear wall and four steel plate concrete composite shear walls with PBL shear connectors. The failure mechanism and seismic performance of the specimens were studied. The results show that the failure modes of shear walls under horizontal loads can be divided into two types including bending failure and bending-shear failure. The aspect ratio of the walls, the configuration of steel core plates and the arrangement of the PBL shear connectors are important factors affecting failure modes. PBL shear connectors can facilitate steel core plates working well with the concrete. Besides, the configuration of steel core plates can improve the bearing capacity of the walls. The bearing capacity of shear walls decreases with the increase of aspect ratios, and the vertical arrangement of PBL shear connectors is better than the horizontal arrangement of PBL shear connectors. Based on the design of compression-bending capacity of steel reinforced concrete columns recommended in EN 1994-1-1:2004, a design formula of compression-bending capacity for steel plate concrete composite shear walls with PBL shear connectors is proposed. It is verified that the design formula can accurately calculate the compression-bending capacity of the shear walls with large aspect ratios by comparison.

steel-concrete composite structure  /  composite shear walls  /  PBL shear connector  /  low-cycle reciprocating loading test  /  bearing capacity design method
Tingting TU, Hanheng WU, Chen WANG, Shijie DANG, Lu SUI. Seismic performance test and bearing capacity design method of steel plate concrete composite shear walls with PBL connectors[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (4) : 200 -212 . DOI: 10.13197/j.eeed.2025.0420
Year 2025 volume 45 Issue 4
PDF
65
35
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2025.0420
  • Receive Date:2024-03-14
  • Online Date:2026-03-20
  • Published:2025-08-22
Article Data
Affiliations
History
  • Received:2024-03-14
  • Revised:2024-05-27
Funding
Affiliations
    1.School of Civil Engineering, Chang’an University, Xi’an 710061, China
    2.Shaanxi Railway Institute, Weinan 714000, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2025.0420
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT