PROPOSAL OF HYSTERESIS MODEL OF TIMBER SHEAR WALLS CONSIDERING FATIGUE BEHAVIOR AND APPLICATION TO EQUIVALENT LINEARIZATION TECHNIQUE-Reference-Cited by-同舟云学术

PROPOSAL OF HYSTERESIS MODEL OF TIMBER SHEAR WALLS CONSIDERING FATIGUE BEHAVIOR AND APPLICATION TO EQUIVALENT LINEARIZATION TECHNIQUE

Published:2021 Issue:781 Volume:86 Page:425-435
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:

YAMAZAKI Yoshihiro¹,NAKANISHI Satori²,SAKATA Hiroyasu³

Affiliation:

1. Building Research Institute

2. KOZO KEIKAKU ENGINEERING

3. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/86/781/86_425/_pdf

Reference15 articles.

1. 1) Japan Housing and Wood Technology Center : Allowable Strength Design for Post and Beam Wooden Houses, 2017.3 (in Japanese)　日本住宅・木材技術センター : 木造軸組工法住宅の許容応力度設計(2017年版 1), 2017.3

2. 2) Yamazaki, Y., Kanda, K. and Sakata, H. : Strength and Energy Dissipation of Timber Shear Walls Subjected to Arbitrary Deformation History : Study on fatigue behavior of timber structures subjected to repeated earthquake motions : Part1, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 765, pp. 1443-1451, 2019.11 (in Japanese)　山崎義弘, 神田健吾, 坂田弘安：任意変形履歴を受ける木造耐力壁の耐力およびエネルギー吸収性能繰り返し地震動を受ける木質構造物の劣化挙動に関する研究その１, 日本建築学会構造系論文集, 第765号, pp. 1443-1451, 2019.11

3. 3) Isoda, H. and Kawai, N : Hysteresis Model of Walls on Japanese Conventional Construction―Study on seismic behavior of wooden construction―, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 616, pp. 157-163, 2007.6 (in Japanese)　五十田博, 河合直人：木造軸組工法住宅に用いる壁の復元力特性モデル―木造建物の地震時挙動に関する研究―, 日本建築学会構造系論文集, 第616号, pp. 157-163, 2007.6

4. 4) Magara, T., Miyake, T., Isoda, H., Tamori, S. and Sasagawa, A. : A Study on the Maximum Seismic Response Displacement of Wood Frame Constructions, Prediction of the Maximum Seismic Response Displacement of Single-mass System Based on Energy Input Ratio, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 506, pp. 75-82, 1998.4 (in Japanese)　真柄琢哉, 三宅辰哉, 五十田博, 田守伸一郎, 笹川明：枠組壁工法建築物の地震時最大応答変位に関する考察エネルギー入力率に基づく1質点系の最大応答変位予測, 日本建築学会構造系論文集, 第506号, pp. 75-82, 1998.4

5. 5) Matsunaga, H., Miyazu, Y. and Soda, S. : A Universal Modeling Method for Wooden Shear/Nonshear Walls, Journal of Structural and Construction Engineering(Transactions of AIJ), No. 639, pp. 889-896, 2009.5 (in Japanese)　松永裕樹, 宮津裕次, 曽田五月也：木造軸組耐力壁/非耐力壁の汎用モデル化手法に関する研究, 日本建築学会構造系論文集, 第639号, pp. 889-896, 2009.5