OPTIMUM SEISMIC RESPONSE CONTROL OF STRUCTURAL SYSTEMS USING MAXWELL-TYPE NON-LINEAR VISCOUS DAMPER
Author:
Affiliation:
1. Architectural Design Department, Nishimatsu Construction
2. Dept. of Architecture, Faculty of Engineering, Kansai University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/66/542/66_KJ00004101540/_pdf
Reference5 articles.
1. 10) FU Y. Comparative Study of Frames Using Viscoelastic and Viscous Dampers. Journal of Structural Engineering. ASCE. (1998) vol.124, no.5, p.513-522.
2. 11) KASAI K. Passive Control Systems for Seismic Damage Mitigation. Journal of Structural Engineering, ASCE. (1998) vol.122, no.10, p.501-512.
3. OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER
4. STIFFNESS DESIGN SEQUENCE OF A SHEAR BUILDING WITH MAXWELL TYPE VISCOUS DAMPERS FOR SPECIFIED SEISMIC DRIFTS
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1. STUDY ON SEISMIC RESPONSE CONTROL DESIGN METHOD CONSIDERING PLASTICITY OF BUILDING FRAME;Journal of Structural and Construction Engineering (Transactions of AIJ);2018
2. OPTIMUM DESIGN FOR STRUCTURAL SYSTEM WITH MAXWELL TYPE VISCOUS DAMPER BASED ON STOCHASTICALLY EQUIVALENT DAMPING FACTOR;Journal of Structural and Construction Engineering (Transactions of AIJ);2011
3. ANALYTICAL SIMULATION OF DISPLACEMENT RESPONSES FOR TWO-STORY WOOD FRAMES WITH OIL-DAMPERS SHEAR WALL AND DESIGN VALUE FOR WOOD SHEAR WALL WITH DAMPER;Journal of Structural and Construction Engineering (Transactions of AIJ);2010
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