Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper-Reference-Cited by-同舟云学术

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Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper

Published:2018-02 Issue: Volume:105 Page:37-53
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

De Domenico D.,Impollonia N.,Ricciardi G.

Funder

Italian Ministry of Education, University and Research

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference55 articles.

1. The FPS earthquake resisting system. Report No. CB/EERC-87/01;Zayas,1987

2. Design of seismic isolated structures: from theory to practice;Naeim,1999

3. Earthquake-resistant design with rubber;Kelly,1997

4. Energy dissipation systems for seismic applications: current practice and recent developments;Symans;J Struct Eng,2008

5. Passive energy dissipation systems in structural engineering;Soong,1997

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2. Soil-dependent stochastic optimization of base isolation system with negative stiffness inerter damper subjected to non-stationary seismic excitation;Structures;2024-09

3. Performance Evaluation and Comparative Analyses of Tuned Inerter Damper for Stochastic Base Excited Structures Based on Hybrid H2/H∞ Optimization;International Journal of Structural Stability and Dynamics;2024-07-06

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