Vibration control of adjacent buildings based on tuned viscous mass damper

Author:

Kang Xiaofang1ORCID,Li Shuai2,Hu Jun3,Xia Guanghui4,Cai Yi1,Zheng Jun5,Luo Jiaxin5,Liu Guoliang5,Lei Shancheng6,Wang Xinqi5,Huang Qiwen5,Han Mengjun7

Affiliation:

1. Professor, Anhui Institute of Intelligent Underground Detection Technology, School of Civil Engineering, Anhui Jianzhu University, Hefei, China

2. Post-graduate, School of Civil Engineering, Anhui Jianzhu University, Hefei, China

3. Professor, School of Civil Engineering, Anhui Jianzhu University, Hefei, China

4. Professor, chool of Civil Engineering, Anhui Jianzhu University, Hefei, China (corresponding author: )

5. Undergraduate, School of Civil Engineering, Anhui Jianzhu University, Hefei, China

6. Undergraduate, Chengnan College, Changsha University of Science and Technology, Changsha, China

7. Senior Engineer, Anhui Construction Engineering Group Co. Ltd, Hefei, China

Abstract

In this paper, two adjacent buildings of unequal height are established using finite-element software, and damping devices are connected between the two buildings. The results of three models were obtained through non-linear analysis. These include the adjacent building model (CAIM-T) based on the tuned viscous mass damper, the adjacent building model (CAIM-V) with the viscous damper connection (CAIM-V) and adjacent building structure no additional damping model (CAIM). The results show that through reasonable parameter design and adjustment, compared with the CAIM system, the CAIM-T system and the CAIM-V system can weaken the interlayer drift and floor acceleration of the building structure, and the CAIM-T system has better vibration control effect than the CAIM-V system.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Civil and Structural Engineering

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