Home Journals Articles Updates About
CN
image
收藏切换
Study on seismic behavior of ultra-high performance concrete composite shear wall with precast slab
收藏切换
PDF
Yafeng CHANG1, 2, Wenzhe YIN1, Yapeng HOU1, 2, Xiaoshan CAO2, Junping SHI2, Xingwen LIANG3
Earthquake Engineering and Engineering Dynamics | 2024, 44(3) : 96 - 107
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2024, 44(3): 96-107
Study on seismic behavior of ultra-high performance concrete composite shear wall with precast slab
Full
Yafeng CHANG1, 2, Wenzhe YIN1, Yapeng HOU1, 2, Xiaoshan CAO2, Junping SHI2, Xingwen LIANG3
Affiliations
  • 1.Shaanxi Institute of Architecture Science Co., Ltd., Xi’an 710082, China
  • 2.School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China
  • 3.College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
doi: 10.13197/j.eeed.2024.0309
Outline
收藏切换

Based on the seismic performance test of one common shear wall and four ultra-high performance concrete (UHPC) prefabricated composite shear walls, the hysteretic properties, bearing capacity, ductility, stiffness, and energy dissipation capacity were studied. The effects of width-to-height ratio, replacement by expanded polystyrene (EPS) and vertical reinforcement connection on the seismic performance were analyzed. The results show that compared with the common shear wall, the UHPC composite wall has excellent seismic performance and the maximum bending capacity increases. The UHPC prefabricated slab and steel truss can work well with the concrete in the cavity. The hysteretic curve, skeleton curve and stiffness degradation curve of UHPC composite wall are basically consistent with the trend of common shear wall. In the range of the ratio of height to width, the smaller the ratio of height to width, the greater the flexural capacity and stiffness of the composite wall of UHPC, and the worse the energy dissipation. Replacement by EPS can improve the energy dissipation capacity of composite shear wall after yield, but reduce the ductility of UHPC composite wall. Only using the vertical reinforcement of the concealed column to connect with the base has little effect on the flexural capacity and energy dissipation of the UHPC composite wall, but it can facilitate the construction greatly.

UHPC prefabricated cast slab  /  composite shear wall  /  seismic performance  /  replacement by EPS  /  connecting steel bar
Yafeng CHANG, Wenzhe YIN, Yapeng HOU, Xiaoshan CAO, Junping SHI, Xingwen LIANG. Study on seismic behavior of ultra-high performance concrete composite shear wall with precast slab[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (3) : 96 -107 . DOI: 10.13197/j.eeed.2024.0309
Appendix
Less
Year 2024 volume 44 Issue 3
PDF
68
36
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2024.0309
  • Receive Date：2022-11-14
  • Online Date：2026-03-30
Article Data
Affiliations
History
  • Received：2022-11-14
  • Revised：2022-12-05
Funding
Affiliations
    1.Shaanxi Institute of Architecture Science Co., Ltd., Xi’an 710082, China
    2.School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China
    3.College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2024.0309
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
科
Family		 属数
Number of
genus		 种数
Number of
species		 占总种数比例
Percentage of
total species (%)		 属
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
Links
Articles
Latest Articles
Most Read
Collections
Updates
Events
News
Multimedia
About
About Us
Contact
No. 86 Xueyuan South Road, Haidian District, Beijing
100081
010-62199257
qkjq@cast.org.cn

Copyright © 2025 China Association for Science and Technology. All rights reserved. For all open access content, the relevant licensing terms apply.
Sponsored by the Office of the Leading Group for Cybersecurity and Informatization of CAST, and supported by Science and Technology Review Publishing House