RATIONAL POLYNOMIAL APPROXIMATION MODELLING FOR ANALYSIS OF STRUCTURES WITH VE DAMPERS-Reference-Cited by-同舟云学术

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RATIONAL POLYNOMIAL APPROXIMATION MODELLING FOR ANALYSIS OF STRUCTURES WITH VE DAMPERS

Published:2006-01 Issue:1 Volume:10 Page:97-125
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

OKADA REI,NAKATA* NARUTOSHI,SPENCER† B. F.,KASAI KAZUHIKO,KIM SAANG BUM

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference20 articles.

1. A Theoretical Basis for the Application of Fractional Calculus to Viscoelasticity

2. Seismic Behavior of Steel Frame with Added Viscoelastic Dampers

3. THE DYNAMIC MECHANICAL MODEL OF VISCOELASTIC DAMPERS RELYING ON THE FREQUENCY AND TEMPERATURE

Cited by 9 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stable parameters identification for rational approximation of Single degree of freedom frequency response function of semi‐infinite medium;International Journal for Numerical Methods in Engineering;2023-09-21

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

3. Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures;Soil Dynamics and Earthquake Engineering;2020-12

4. Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures;Soil Dynamics and Earthquake Engineering;2020-03

5. Nonlinear modeling of MDOF structures equipped with viscoelastic dampers with strain, temperature and frequency-dependent properties;Engineering Structures;2018-08

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