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Author:

Sun, Tianwei (Sun, Tianwei.) | Peng, Lingyun (Peng, Lingyun.) (Scholars:彭凌云) | Li, Xiaojun (Li, Xiaojun.) (Scholars:李小军) | Kang, Yingjie (Kang, Yingjie.) | Deng, Yuke (Deng, Yuke.)

Indexed by:

EI Scopus SCIE

Abstract:

A new type of negative stiffness friction damping device (NSFDD) was developed in this study, which can solve the problem of poor energy dissipation of the existing passive negative stiffness damping device. The friction force is generated by squeezing the friction plate with the preloaded nitrogen spring vertically. When the NSFDD is working, the friction plate causes the nitrogen spring to rotate and negative stiffness force and friction force are generated. The results of the performance test show that the NSFDD can achieve negative stiffness in the hysteretic model. Comparing with the existing negative stiffness device, the NSFDD has larger stroke, more stable negative stiffness and better energy dissipation capacity. The finite element software has been used to simulate the low cycle reciprocation of a structure, and the results show that the NSFDD reduces the stiffness of the structure while increasing the damping of the structure. The results of the simulation and analysis of the shock absorption plan of the NSFDD show that the NSFDD reduces the stiffness of the floor, thereby effectively control on the shear force, displacement and acceleration response of the structure.

Keyword:

Friction damping Negative stiffness Shock absorption Finite element Hysteretic model

Author Community:

  • [ 1 ] [Sun, Tianwei]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Peng, Lingyun]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Li, Xiaojun]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 4 ] [Deng, Yuke]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 5 ] [Li, Xiaojun]China Earthquake Adm, Inst Geophys, Beijing 100081, Peoples R China
  • [ 6 ] [Kang, Yingjie]Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China

Reprint Author's Address:

  • [Sun, Tianwei]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

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Source :

KSCE JOURNAL OF CIVIL ENGINEERING

ISSN: 1226-7988

Year: 2021

Issue: 7

Volume: 25

Page: 2587-2602

2 . 2 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

JCR Journal Grade:3

Cited Count:

WoS CC Cited Count: 5

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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