HUSCAP logo Hokkaido Univ. logo

Hokkaido University Collection of Scholarly and Academic Papers >
Graduate School of Engineering / Faculty of Engineering >
Peer-reviewed Journal Articles, etc >

Development of Nonlinear Geometric Seismic Isolation with a Duffing Spring

Files in This Item:

The file(s) associated with this item can be obtained from the following URL: https://doi.org/10.1155/2023/3917013


Title: Development of Nonlinear Geometric Seismic Isolation with a Duffing Spring
Authors: Miyamoto, Kou Browse this author
Iba, Jun Browse this author
Watanabe, Koichi Browse this author
Ishii, Ken Browse this author
Kikuchi, Masaru Browse this author →KAKEN DB
Issue Date: 2023
Publisher: Hindawi
Journal Title: Structural Control and Health Monitoring
Volume: 2023
Start Page: 3917013
Publisher DOI: 10.1155/2023/3917013
Abstract: Seismic isolation is widely used in several countries, and the number of seismically isolated buildings has increased rapidly in recent decades. Seismic isolation extends the natural period of a building to decrease the absolute acceleration and seismic force. As there is a trade-off between the absolute acceleration and displacement, a soft layer results in a large displacement for a large seismic wave, but the hard one causes the large absolute acceleration even for a small seismic wave. The restoring force of a Duffing spring is given by the third and first orders of the displacement. This spring has been applied to protect a building from large earthquake waves. However, the influence of the coefficient of the Duffing spring that determines the dynamic characteristics of the system has not been clarified. Thus, a used Duffing spring may not be appropriate for seismic resistance. Moreover, most studies are based on analytical methods, and the advantages of the Duffing isolation have not been verified in an actual system. To address these problems, this paper reveals the influence of the coefficient of the Duffing spring on structural responses to seismic waves. Moreover, this paper devised a way to implement a Duffing spring for seismic isolation and carried out experiments to verify the validity in actual systems. The experimental results presented that the Duffing spring was effective in protecting a building in actual systems.
Type: article
URI: http://hdl.handle.net/2115/89256
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Export metadata:

OAI-PMH ( junii2 , jpcoar_1.0 )

MathJax is now OFF:


 

 - Hokkaido University