OPTIMUM PLACEMENT OF NON-LINEAR DAMPERS IN HIGH-RISE BUILDINGS BY USING REDUCED LOAD AND STRUCTURE MODELS

Author:

TSUJI Masaaki,KOKUBU Hiroki,YOSHITOMI Shinta,TAKEWAKI Izuru

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference19 articles.

1. 1) Soong, T. T. and Dargush, G. F. : Passive energy dissipation systems in structural engineering, John Wiley & Sons Ltd, 1997

2. 2) Kasai, K, Munshi, J. A., Lai, M. L., and Maison, B. F. : Viscoelastic damper hysteretic model:theory, experiment and application, Proc. ATC-17-1 on Seismic Isolation, Energy Dissipation, and Active Control, Vol.2, pp521-532, 1993

3. CONSTITUTIVE RULE FOR VISCOELASTIC MATERIALS CONSIDERING TEMPERATURE, FREQUENCY, AND STRAIN SENSITIVITIES : Part 1 Linear model with temperature and frequency sensitivities

4. Applications of Viscoelastic Dampers to High‐Rise Buildings

5. Optimum viscous dampers for stiffness design of shear buildings

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