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Author:

Wang, Meng (Wang, Meng.) | Koetaka, Yuji (Koetaka, Yuji.) | Sun, Fei-Fei (Sun, Fei-Fei.) | Liu, Chao (Liu, Chao.) | Nagarajaiah, Satish (Nagarajaiah, Satish.) | Ashida, Yosuke (Ashida, Yosuke.) | Du, Xiu-Li (Du, Xiu-Li.)

Indexed by:

EI Scopus SCIE

Abstract:

This paper proposed a novel negative stiffness damped outrigger with damping amplification (NSDO-DA) through a smart combination of an L-shape lever, a precompressed disc spring brace (DSB), and a viscous damper. A theoretical model of the NSDO-DA considering nonlinear adaptive negative stiffness, damping amplification of nonlinear viscous dampers, and frictions were established. Cyclic tests of disc spring pairs and DSB were presented to verify the feasibility of using DSB as the precompression component of the NSDO-DA. Subsequently, large-scale dynamic tests of five different outrigger systems were conducted involving (i) conventional damped outrigger (CDO), (ii) amplified damped outrigger (ADO), (iii) purely negative stiffness mechanism, (iv) negative stiffness damped outrigger (NSDO), and (v) NSDO-DA. Then, discussions on the dynamic test results and validations of the NSDO-DA model were provided. The major contributions of this paper are the proposal of the NSDO-DA and the experimental validation of its two special features: (i) producing negative stiffness force in the parallel direction of the precompression force rather than in the perpendicular direction, making the physical configuration more concise and condensed for outrigger application; (ii) sharing the amplification mechanism of the L-shape lever for both the viscous damper and the negative stiffness mechanism, leading to an additional damping amplification mechanism for the damper. Moreover, the adaptive stiffness behavior and the frequency-independent feature of the proposed negative stiffness mechanism were successfully validated by the dynamic tests.

Keyword:

frequency-independent viscous damper dynamic test adaptive stiffness negative stiffness damped outrigger damping amplification disc spring

Author Community:

  • [ 1 ] [Wang, Meng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
  • [ 2 ] [Liu, Chao]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
  • [ 3 ] [Du, Xiu-Li]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
  • [ 4 ] [Wang, Meng]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Beijing, Peoples R China
  • [ 5 ] [Du, Xiu-Li]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Beijing, Peoples R China
  • [ 6 ] [Wang, Meng]Kyoto Univ, Dept Architecture & Architectural Engn, Kyoto, Japan
  • [ 7 ] [Koetaka, Yuji]Kyoto Univ, Dept Architecture & Architectural Engn, Kyoto, Japan
  • [ 8 ] [Ashida, Yosuke]Kyoto Univ, Dept Architecture & Architectural Engn, Kyoto, Japan
  • [ 9 ] [Sun, Fei-Fei]Tongji Univ, Coll Civil Engn, Shanghai, Peoples R China
  • [ 10 ] [Nagarajaiah, Satish]Rice Univ, Dept Civil & Environm Engn, Houston, TX 77251 USA
  • [ 11 ] [Nagarajaiah, Satish]Rice Univ, Dept Mech Engn, Houston, TX 77251 USA

Reprint Author's Address:

  • [Sun, Fei-Fei]Tongji Univ, Coll Civil Engn, Shanghai, Peoples R China;;[Nagarajaiah, Satish]Rice Univ, Dept Civil & Environm Engn, Houston, TX 77251 USA;;[Nagarajaiah, Satish]Rice Univ, Dept Mech Engn, Houston, TX 77251 USA

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Source :

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

ISSN: 0098-8847

Year: 2025

Issue: 4

Volume: 54

Page: 1141-1155

4 . 5 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 6

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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