收藏切换
Study on shaking table test of RC frame-rocking wall damping structure
收藏切换
PDF
Wei NIE1, 2, Xianyu XIONG1, Xiaogang WEI3, Chun BAI4, 5, Xiansheng LIU2
Earthquake Engineering and Engineering Dynamics | 2025, 45(2) : 227 - 237
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2025, 45(2): 227-237
Study on shaking table test of RC frame-rocking wall damping structure
Full
Wei NIE1, 2, Xianyu XIONG1, Xiaogang WEI3, Chun BAI4, 5, Xiansheng LIU2
Affiliations
  • 1.School of Management Science and Engineering, Henan University of Economics and Law, Zhengzhou 450046, China
  • 2.School of Computer and Information Engineering, Henan University, Zhengzhou 450046, China
  • 3.School of Civil and Environmental Engineering, Zhengzhou University of Aeronautics, Zhengzhou 450046, China
  • 4.Jianghe Group Company Limited, Beijing 101300, China
  • 5.School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China
Published: 2025-04-24 doi: 10.13197/j.eeed.2025.0222
Outline
收藏切换

In view of the special performance requirements of the rocking wall, the rocking wall structure is often trapped in the dilemma of construction technology, rocking range and cost control in engineering application. Based on the concepts of economic benefits, convenient construction, and easy replacement after earthquake, an energy-consuming connection device between the frame and the rocking wall was developed. Additionally, a hinge support with controllable swing of the rocking wall was also designed for the test models. Thus, a new type of reinforced concrete (RC) frame-rocking wall damping structure is proposed by loveraging the structural advantages of the rocking wall structures and the principle of passive control technology. Then, 1/10 scale shaking table tests of six-story RC frame structure and RC frame-rocking damping wall were conducted to verify the effectiveness of the structure. The dynamic characteristics, acceleration response, and displacement response of the test models under different earthquakes were studied by shaking table tests. The failure mode and seismic performance of the test models were also described. The results show that the rocking wall damping system can effectively consume seismic input energy and attenuate structural dynamic response, reducing the maximum peak acceleration and the maximum peak displacement of the structure by 36% and 20.15%, respectively. Moreover, the rocking wall damping structure can also effectively suppress the vibration of the main structure by using the principle of passive damping, improving the lateral deformation mode of the frame structure. Additionally the damage process of the structure is delayed, enhanced the overall seismic capacity of the structure.

frame-rocking wall damping structure  /  passive control  /  shaking table test  /  cumulative damage  /  seismic performance
Wei NIE, Xianyu XIONG, Xiaogang WEI, Chun BAI, Xiansheng LIU. Study on shaking table test of RC frame-rocking wall damping structure[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (2) : 227 -237 . DOI: 10.13197/j.eeed.2025.0222
Year 2025 volume 45 Issue 2
PDF
61
32
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2025.0222
  • Receive Date:2023-04-01
  • Online Date:2026-03-20
  • Published:2025-04-24
Article Data
Affiliations
History
  • Received:2023-04-01
  • Revised:2024-05-21
Funding
Affiliations
    1.School of Management Science and Engineering, Henan University of Economics and Law, Zhengzhou 450046, China
    2.School of Computer and Information Engineering, Henan University, Zhengzhou 450046, China
    3.School of Civil and Environmental Engineering, Zhengzhou University of Aeronautics, Zhengzhou 450046, China
    4.Jianghe Group Company Limited, Beijing 101300, China
    5.School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2025.0222
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