Structural Damping Estimation for Wind-Resistant Design of 200m-High Steel Office Building Using Stick-Slip Model-Reference-Cited by-同舟云学术

Structural Damping Estimation for Wind-Resistant Design of 200m-High Steel Office Building Using Stick-Slip Model

Published:2013 Issue:2 Volume:38 Page:35-49
ISSN:1349-3507
Container-title:Journal of Wind Engineering
language:en
Short-container-title:J. Wind Eng.

Author:

AQUINO Ronwaldo Emmanuel Ramos,TAMURA Yukio

Publisher

Japan Association for Wind Engineering

Subject

Renewable Energy, Sustainability and the Environment

Reference21 articles.

1. 1) Tamura, Y., “Amplitude Dependency of Damping in Buildings and Critical Tip Drift Ratio”, Int. J. High-Rise Build., Vol.1, No.1, pp.1-13, (2012)

2. 2) Jacobsen, L.S., “Steady forced vibration as influenced by damping”, Trans. ASME-APM-52-15, pp.169-181, (1930)

3. 3) Wyatt, T.A., “Mechanisms of damping”, Symposium on dynamic behavior of bridges, Transport and Road Research Laboratory, pp. 10-21, (1977)

4. 4) Eyre, R., and Tilly, G..P., “Damping measurements on steel and composite bridges”, Proc. Symposium on dynamic behavior of bridges, Transport and Road Research Laboratory, pp. 22-39, (1977)

5. 5) Jeary, A.P., “Damping in tall buildings – a mechanism and a predictor”, J. Earthq. Eng. Struct. Dyn., Vol.14, No.5, pp.733-750, (1986)

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1. References;Damping Technologies for Tall Buildings;2019

2. STUDY ON HORIZONTAL FIRST AND SECOND VIBRATION CHARACTERISTICS OF HIGH RISED STEEL BUILDINGS CONSIDERING AMPLITUDE DEPENDENCY;Journal of Structural and Construction Engineering (Transactions of AIJ);2018

3. Framework for structural damping predictor models based on stick-slip mechanism for use in wind-resistant design of buildings;Journal of Wind Engineering and Industrial Aerodynamics;2013-06