Applicability of Equivalent Linear Analysis to Reinforced Concrete Shear Walls: 3D FEM Simulation of Experiment Results of Seismic Wall Ultimate Behavior-Reference-Cited by-同舟云学术

Applicability of Equivalent Linear Analysis to Reinforced Concrete Shear Walls: 3D FEM Simulation of Experiment Results of Seismic Wall Ultimate Behavior

Published:2021 Issue: Volume: Page:
ISSN:1347-2879
Container-title:Transactions of the Atomic Energy Society of Japan
language:en
Short-container-title:Transactions of the Atomic Energy Society of Japan

Author:

ICHIHARA Yoshitaka¹,NAKAMURA Naohiro²,MORITANI Hiroshi¹,HORIGUCHI Tomohiro³,CHOI Byunghyun⁴

Affiliation:

1. Regulatory Standard and Research Department, Secretariat of Nuclear Regulation Authority

2. Graduate School of Advanced Science and Engineering, Hiroshima University

3. Terrabyte Corporation

4. Nuclear Safety Research Center, Japan Atomic Energy Agency

Publisher

Atomic Energy Society of Japan

Subject

Safety, Risk, Reliability and Quality,Nuclear Energy and Engineering

Link

https://www.jstage.jst.go.jp/article/taesj/advpub/0/advpub_J20.038/_pdf

Reference33 articles.

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2. 2) K. Watanabe, R. Kikuchi, G. Toneda, K. Motohashi, A. Suzuki, “The simulation analysis of the reactor buildings on Chuetsu-oki earthquake at Kashiwazaki-Kariwa Nuclear Power Plant: Part 3 results of analysis of the R/B Unit 7,” Summaries of Tech. Pap. Annu. Meeting Architectural Inst. Jpn., 1023-1024 (2008), [in Japanese].

3. 3) K. Hijikata, R. Kikuchi, Y. Nukui, A. Imamura, F. Yagishita, T. Mase, H. Yoshida, K. Yoshida, K. Koyamada, T. Shiomi., “Dynamic Response of Unit No.7 Reactor Building during the Niigataken Chuetsu-oki earthquake in 2007,” J. Struct. Constr., AIJ, 76[660], 319-327 (2011), [in Japanese], https://doi.org/10.3130/aijs.76.319.

4. 4) International Atomic Energy Agency (IAEA), Guidance Document PART 1: K-K Unit 7 R/B Structure-Phase I, II and III, IAEA, Vienna (2012).

5. 5) C. Song, K. Maekawa, “Dynamic nonlinear finite element analysis of reinforced concrete,” J. Faculty Eng., The University of Tokyo (B), XLI, 1, 73-158 (1991).