Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures-Reference-Cited by-同舟云学术

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Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures

Published:2020-12 Issue: Volume:139 Page:106396
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Gai Pan-Pan,Spencer Billie F.,Xu Zhao-Dong

Funder

China Scholarship Council

National Science Fund for Distinguished Young Scholars

Ministry of Education of China

Academic Discipline Construction Project of Jiangsu Higher Education Institutions

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

Elsevier BV

Subject

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

Reference40 articles.

1. Supplemental energy dissipation: state-of-the-art and state-of-the-practice;Soong;Eng Struct,2002

2. A state-of-the-art review of structural control systems;Saaed;J Vib Contr,2015

3. Recent application and conditions for the correct use of seismic isolation systems;Martelli,2013

4. Shaking table tests and numerical studies on the effect of viscous dampers on an isolated RC building by friction pendulum bearings;Zhou;Soil Dynam Earthq Eng,2017

5. Performance evaluation of negative stiffness devices for seismic response control of bridge structures via experimental shake table tests;Attary;J Earthq Eng,2015

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1. A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures;Engineering Structures;2024-04

2. A Generalized Dynamic Analysis Method for the Linear Structural System with Viscoelastic Elements;International Journal of Structural Stability and Dynamics;2024-02-14

3. Complex mode superposition method of non-classically damped systems based on hysteretic damping model with frequency-dependent loss factors;Journal of Sound and Vibration;2024-02

4. An improved 2DOF system for predicting the seismic performance of isolated steel moment frames;Structures;2022-12

5. A reduced-order improved rational polynomial method for viscoelastically damped structures considering ambient temperature effect;Soil Dynamics and Earthquake Engineering;2022-08

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