PERFORMANCE BASED DESIGN OF BASE ISOLATED BUILDING WITH NON-LINEAR VISCOUS DAMPER BASED ON SEISMIC RELIABILITY ANALYSIS
Author:
Affiliation:
1. Dept. of Architecture, Akashi National College of Technology
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/71/601/71_KJ00004393111/_pdf
Reference7 articles.
1. 2) TAJIMI H. A Statistical Method of Determining the Maximum Response of a Building Structure during an Earthquake. Proc. of the 2nd World Conference on Earthquake Engineering, Tokyo, Japan, 1960. (1960) vol.II, p.781-797.
2. 3) HALL J. F. Near-Source ground Motion and its Effects on Flexible Buildings. Earthquake Spectra. vol.11, no.4, p.569-605.
3. 4) LAI S. P. Statistical characterization of strong ground motions using power spectral density function. Bulletin of Seismological Society of America. (1982) vol.72, no.1, p.259-274.
4. PERFORMANCE BASED DESIGN OF TWO BASE ISOLATED BUILDINGS USING LINKED PASSIVE DAMPER UNDER RANDOM EARTHQUAKE EXCITATION
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