OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER

Author:

NAKAGAWA Hajime1,ASANO Koichiro2

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Kansai University : Nishimatsu Construction Corporation

2. Dept. of Architecture, Faculty of Engineering, Kansai University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Cited by 5 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. PERFORMANCE BASED DESIGN OF TWO BASE ISOLATED BUILDINGS USING LINKED PASSIVE DAMPER UNDER RANDOM EARTHQUAKE EXCITATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2004

2. FULL-SCALE SHAKING TABLE TEST OF DAMAGE TOLERANT STRUCTURE WITH A BUCKLING RESISTANT BRACE;Journal of Structural and Construction Engineering (Transactions of AIJ);2002

3. PREDICTION OF MAXIMUM SEISMIC RESPONSE OF POLYLINEAR SYSTEMS BASED ON EARTHQUAKE INPUT ENERGY;Journal of Structural and Construction Engineering (Transactions of AIJ);2002

4. OPTIMUM SEISMIC RESPONSE CONTROL OF STRUCTURAL SYSTEMS USING MAXWELL-TYPE NON-LINEAR VISCOUS DAMPER;Journal of Structural and Construction Engineering (Transactions of AIJ);2001

5. OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER : Optimum stiffness distribution estimation of Poly-linear type damper;Journal of Structural and Construction Engineering (Transactions of AIJ);2000

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