Home Journals Articles Updates About
CN
image
收藏切换
Effect of different infill wall construction methods on the seismic performance of RC frames
收藏切换
PDF
Lingxin ZHANG1, 2, Ziping CHEN1, 2, Xianxin XIE1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 26 - 36
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 26-36
Effect of different infill wall construction methods on the seismic performance of RC frames
Full
Lingxin ZHANG1, 2, Ziping CHEN1, 2, Xianxin XIE1, 2
Affiliations
  • 1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
doi: 10.13197/j.eeed.2024.0403
Outline
收藏切换

In order to quantitatively assess the effect of different infill wall construction methods on the seismic performance of reinforced concrete(RC) frames, domestic and foreign pseudo static test data of masonry infilled RC frames were collected, and a total of 68 specimens with detailed data in 19 literatures were selected as samples to analyze and compare the effects of three types of construction methods, namely, flexible connection of infill walls, integrity enhancement of infill walls, and installation of damping devices, on the strength, initial stiffness, ductility factor and equivalent viscous damping factors of the specimens. The results show that compared with the traditional construction methods, the strength and stiffness of specimens with flexible connection infill walls decrease, and the deformation capacity increases. The method of enhancing integrity can improve the strength, stiffness and deformation capacity, and it is a better method to reinforce the infill walls of existing buildings. The strength and stiffness of the structure with damping energy dissipation devices are reduced, but the deformation and energy dissipation capacity of the structure are improved, which can be used as a resilience improvement for new buildings if the construction cost is acceptable.

masonry infill wall  /  reinforced concrete frame  /  seismic performance  /  pseudo static test  /  construction method
Lingxin ZHANG, Ziping CHEN, Xianxin XIE. Effect of different infill wall construction methods on the seismic performance of RC frames[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 26 -36 . DOI: 10.13197/j.eeed.2024.0403
Appendix
Less
Year 2024 volume 44 Issue 4
PDF
81
37
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2024.0403
  • Receive Date：2024-04-23
  • Online Date：2026-03-30
Article Data
Affiliations
History
  • Received：2024-04-23
  • Revised：2024-06-03
Funding
Affiliations
    1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2024.0403
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