EVALUATION OF THE RESPONSE CHARACTERISTICS OF PILE FOUNDATION BUILDINGS AFFECTED BY A SERIES OF EARTHQUAKES-Reference-Cited by-同舟云学术

EVALUATION OF THE RESPONSE CHARACTERISTICS OF PILE FOUNDATION BUILDINGS AFFECTED BY A SERIES OF EARTHQUAKES

Published:2019 Issue:759 Volume:84 Page:627-637
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:

TOJO Takaki¹,NAKAMURA Naohiro²

Affiliation:

1. R & D Institute, TAKENAKA Corporation

2. Graduate School of Engineering, Hiroshima University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/84/759/84_627/_pdf

Reference23 articles.

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3. 3) Iervolino I., et. al. : Closed-form aftershock reliability of damage-cumulating elastic-perfectly-plastic systems, Earthquake Engineering & Strcutral Dynamics, Vol. 43, Issue4, pp. 613-625, 2014.4

4. 4) Nagarajaiah, S., et. al. : Structural Monitoring and Identification of Civil Infrastructure in the United States, Structural Monitoring and Maintenance, Vol. 3, No. 1, pp. 51-69, 2016

5. 5) Nakamura, N., et. al. : Response Analysis of SRC High-Rise Building During the 2011 Off The Pacific Coast of Tohoku Earthquake, AIJ Journal of Technology and Design, Vol. 19, No. 41, pp. 53-58, 2013.2