EVALUATION OF STRUCTURAL COEFFICIENT Ds BY DISPLACEMENT RESPONSE ESTIMATION USING THE EQUIVALENT LINEAR METHOD
Author:
Affiliation:
1. Architectural Research Laboratory, Technical Research Institute, Hazama Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/64/516/64_KJ00004093238/_pdf
Reference4 articles.
1. 2) BONACCI. Experriments to study seismic drift of reinforced concrete structures. Ph. D Thesis, University of Illinois. (1989)
2. 15) OTANI Shunsuke. Hysteresis Models of Reinforced Concrete for Earthquake Response Analysis. Journal of the Faculty of Engineering. The University of Tokyo. (1981) p.125-159.
3. DESIGN BASE SHEAR COEFFICIENTS FOR HIGH-RISE REINFORCED CONCRETE BUILDINGS
4. DESIGN SEISMIC COEFFICIENTS FOR HIGH-RISE REINFORCED CONCRETE BUILDINGS
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