A SPECTRAL METHOD TO PREDICT WIND-INDUCED PEAK RESPONSE OF BUILDING WITH VISCOELASTIC DAMPERS BY CONSIDERING ITS FREQUENCY DEPENDENCY
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/74/646/74_646_2255/_pdf
Reference19 articles.
1. 1) 東京工業大学建築物理研究センター: パッシブ制振構造シンポジウム論文集.第1回〜第4回, 2000.3, 2001.12, 2002.12, 2004.11
2. CONSTITUTIVE RULE FOR VISCOELASTIC MATERIALS CONSIDERING TEMPERATURE, FREQUENCY, AND STRAIN SENSITIVITIES : Part 1 Linear model with temperature and frequency sensitivities
3. KELVIN-TYPE FORMULATION AND ITS ACCURACY FOR PRACTICAL MODELING OF LINEAR VISCOELASTIC DAMPERS : Part 1 One-mass system having damper and elastic/inelastic frame
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1. Prediction on wind‐induced responses for tall buildings considering frequency dependency of viscoelastic damped structures;The Structural Design of Tall and Special Buildings;2024-03-14
2. Evaluation method for practical application of viscoelastic damper using equivalent sinusoidal waveforms of long-duration random excitations in along- and across-wind directions;Engineering Structures;2022-03
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