EQUATIONS DERIVED FROM EQUIVALENT LINEARIZATION METHOD : Consideration based on energy balance and its application to evaluation of probability of excess of deformation capacity
Author:
Affiliation:
1. Kobori Research Complex, Kajima Corporation
2. Deputy Senior Manager, Kobori Research Complex, Kajima Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/67/562/67_KJ00004102078/_pdf
Reference6 articles.
1. 5) ROSENBLUETH E. Distribution of structural response to earthquakes. Journal of Engineering Mechanics Division. ASCE. (1962) vol.EM3, p.75-106.
2. 7) KARNOPP D. Power Balance Method for Nonlinear Random Vibration. Journal of Applied Mechanics, American Society of Mechanical Engineers. (1967) vol.34, p.213-214.
3. 8) CORNELL C. A. Calculating building seismic performance reliability : A basis for multi-level design norms. 11th WCEE, 1996. (1996)
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