A METHOD OF NON-LINEAR VIBRATION ANALYSIS FOR STRUCTURES CONTAINING FRICTION AND CONTACT ELEMENTS : Application for multi-degrees of freedom system and base isolation
Author:
Affiliation:
1. Dept. of Structural Engineering, Hiroshima Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/61/483/61_KJ00004100377/_pdf
Reference3 articles.
1. 3) KAWAMURA S. Study on a sliding-type base isolation system -System composition and element properties-. Proc.of 9WCEE. (1988) p.735-740.
2. 4) CONSTANTINOU M. C. Experimental and theoretical study of a combined sliding disc bearing and herical steel spring isolation system. NCEER-90-0019. (1990)
3. MODEL VIBRATION TESTS CONCERNING THE DYNAMIC INTERACTION OF SOIL-STRUCTURE SYSTEM FOLLOWED BY SLIDING AND SEPARATION AND THEIR NUMERICAL SIMULATION
Cited by 2 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. NUMERICAL TECHNIQUE FOR RESPONSE ANALYSIS OF SHEAR BUILDINGS OF MULTI-DEGREE-OF-FREEDOM ISOLATED WITH SLIDING BEARINGS;Journal of Structural and Construction Engineering (Transactions of AIJ);2003
2. A METHOD OF NON-LINEAR VIBRATION ANALYSIS FOR STRUCTURES CONTAINING FRICTION AND CONTACT ELEMENTS : Part 2 : Base isolation, non-stationary friction coefficients, locus on sliding surface;Journal of Structural and Construction Engineering (Transactions of AIJ);1997
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