Frequency-dependency/independency analysis of damping magnification effect provided by tuned inerter absorber and negative stiffness amplifying damper considering soil-structure interaction

Meng Wang; Fei‐Fei Sun; Satish Nagarajaiah; Yanwen Li

doi:10.1016/j.ymssp.2022.108965

RDLNetworkEkosistem

Hakkımızda SSS

Giriş yap Başla

Hakkımızda SSS Gizlilik Şartlar İletişim

Frequency-dependency/independency analysis of damping magnification effect provided by tuned inerter absorber and negative stiffness amplifying damper considering soil-structure interaction — Meng Wang (2022) | RDL Network

Back

Home
Publications
Frequency-dependency/independency analysis of damping magnification effect provided by tuned inerter absorber and negative stiffness amplifying damper considering soil-structure interaction

Shared by

Satish Nagarajaiah

Rice University

Frequency-dependency/independency analysis of damping magnification effect provided by tuned inerter absorber and negative stiffness amplifying damper considering soil-structure interaction

Article 2022 en

Authors

MW
Meng Wang
FS
Fei‐Fei Sun
Satish Nagarajaiah
Rice University

Discussion(0)

No comments yet. Be the first to comment.

Publication Info

DOI: 10.1016/j.ymssp.2022.108965
Year: 2022
Published: —
Language: en

Article Details

Volume: 172
Link Of The Paper: https://doi.org/10.1016/j.ymssp.2022.108965

Timeline

Created:June 19, 2026

Related publications

Article2024

Damping dissipation analysis of damped outrigger tall buildings with inerter and negative stiffness considering soil-structure-interaction

Meng Wang, Chao Liu, Zhao Mi, Fei‐Fei Sun, Satish Nagarajaiah, Xiuli Du

Article2026

Nonstationary Stochastic Seismic Optimization of Base‐Isolated Nuclear Power Plant Equipped With Negative Stiffness Amplifying Damper Considering Dynamic Soil–Structure‐Interaction

Mi Zhao, Ling‐Yu Liang, Meng Wang, Satish Nagarajaiah, Xiuli Du

Article2023

Optimum design and performance of a base-isolated structure with tuned mass negative stiffness inerter damper

K. K. Kiran, Mohammed Al-osta, Shamsad Ahmad

Scientific Reports

Article2023

Enhancing the seismic resilience of structures by using optimum combination of tuned mass damper inerter and negative stiffness damper

K. K. Kiran, Shamsad Ahmad, Mohammed Al-osta, Ashraf A. Bahraq

Structures

Article2025

Root-Locus Optimal Formula for Seismic Control of Multi-Story Structures Equipped with Tuned Mass Damper Inerter Enhanced by Negative Stiffness Considering Non-resonant Mode Contributions

Meng Wang, Jia‐Lin Chen, Satish Nagarajaiah, Xiuli Du