PERFORMANCE BASED DESIGN OF TWO BASE ISOLATED BUILDINGS USING LINKED PASSIVE DAMPER UNDER RANDOM EARTHQUAKE EXCITATION-Reference-Cited by-同舟云学术

PERFORMANCE BASED DESIGN OF TWO BASE ISOLATED BUILDINGS USING LINKED PASSIVE DAMPER UNDER RANDOM EARTHQUAKE EXCITATION

Published:2004 Issue:585 Volume:69 Page:63-69
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

NAKAGAWA Hajime¹

Affiliation:

1. Dept. of Architecture, Akashi National College of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/585/69_KJ00004090343/_pdf

Reference6 articles.

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

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1. FUNDAMENTAL PROPERTIES ON EARTHQUAKE INPUT ENERGY TO TWO STRUCTURES CONNECTED BY PSSIVE DAMPERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2007

2. PERFORMANCE BASED DESIGN OF BASE ISOLATED BUILDING WITH NON-LINEAR VISCOUS DAMPER BASED ON SEISMIC RELIABILITY ANALYSIS;Journal of Structural and Construction Engineering (Transactions of AIJ);2006