PREDICTION OF PEAK SEISMIC RESPONSE OF ASYMMETRIC BUILDINGS UNDER BI-DIRECTIONAL HORIZONTAL GROUND MOTION USING EQUIVALENT SDOF MODEL AND ITS APPLICABILITY-Reference-Cited by-同舟云学术

PREDICTION OF PEAK SEISMIC RESPONSE OF ASYMMETRIC BUILDINGS UNDER BI-DIRECTIONAL HORIZONTAL GROUND MOTION USING EQUIVALENT SDOF MODEL AND ITS APPLICABILITY

Published:2014 Issue:706 Volume:79 Page:1783-1793
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:

FUJII Kenji¹

Affiliation:

1. Prof., Dept. of Architecture and Civil Engineering, Faculty of Engineering, Chiba Institute of Technology, Dr. Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/79/706/79_1783/_pdf

Reference4 articles.

1. 9) Oscar A. López, Ronald Torres: The Critical Angle of Seismic Incidence and the Maximum Structural Response, Earthquake Engineering & Structural Dynamics, Vol.26, pp.881-894, 1997

2. 16) Kenji Fujii: Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses, Bulletin of Earthquake Engineering, Vol.12, Issue 2, pp.909-938, 2014.4.

3. 19) Melina Bosco, Edoardo M. Marino, Pier Paolo Rossi: An analytical method for evaluation of the in-plan irregularity of non-regularly asymmetric buildings. Bulletin of Earthquake Engineering, Vol.11, Issue 5, pp.1423-1445, 2013.10.

4. 22) K. Muto, T. Hisada, T. Tsugawa, S. Bessho: Earthquake Resistant Design of a 20 Story Reinforced Concrete Buildings, Proceedings of the 5th World Conference on Earthquake Engineering, pp.1960-1969, 1973

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