A STUDY ON REQUIRED COLUMN OVERDESIGN FACTOR TO PREVENT LAYER COLLAPSE IN MEDIUM-AND-LOW RISE RC FRAMES WITH SHEAR WALLS-Reference-Cited by-同舟云学术

A STUDY ON REQUIRED COLUMN OVERDESIGN FACTOR TO PREVENT LAYER COLLAPSE IN MEDIUM-AND-LOW RISE RC FRAMES WITH SHEAR WALLS

Published:2022-09-01 Issue:799 Volume:87 Page:912-920
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:

KIRYU Satoru¹,HOTTA Hisato²

Affiliation:

1. Former Course of Architecture and Building Engineering, Architecture and Building Engineering, Environment and Society, Tokyo Institute of Technology

2. Course of Architecture and Building Engineering, Architecture and Building Engineering, Environment and Society, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/87/799/87_912/_pdf

Reference8 articles.

1. 1) Hibino, Y. and Ichinose, T.: RChonegumi no zisinzisoseiritu ni oyobosu hasiraharitairyokuhi no eikyou (Effect of Column Overdesign Factor on Ductility Factor of RC Frame under Earthquake), Proceeding of the Japan Concrete Institute, Vol. 27, No. 2, pp. 85-90, 2005 (in Japanese)　日比野陽, 市之瀬敏勝：RC 骨組の地震時塑性率に及ぼす柱梁耐力比の影響, コンクリート工学会年次論文集, Vol. 27, No. 2, pp.85-90, 2005

2. 2) Kuwamura, H., Sasaki, M. and Kato, B.: Mechanism-based Seismic Design Considering Random Yield Strength, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 401, pp. 151-162, 1989. 7 (in Japanese)　桑村仁, 佐々木道夫, 加藤勉：降伏耐力のばらつきを考慮した全体崩壊メカニズム骨組の設計, 日本建築学会構造系論文報告集, 第 401 号pp.151-162, 1989. 7 (DOI: https://doi.org/10.3130/aijsx.401.0_151 )

3. 3) Seki, H.: Relative Strength of Columns Necessary for Designing Weak-girder RC Frames and Verification of the Simplified Analysis by “Equivalent 1-dof Model”, Journal of Structural Engineering, Vol. 31B, pp. 237-242, 1985. 3 (in Japanese)　関弘義：梁降伏型 RC 架構を実現する条件と等価一自由度系簡易解析の有効性検証, 構造工学論文集, Vol. 31B, pp. 237-242, 1985. 3

4. 4) Miura, K., Fujita, K., Tabata, Y., Maeda, M., Alex, S. and Yonezawa, K.: Shake-table Test of a 4-story Frame-wall RC Structure to Investigate the Collapse Mechanism and Safety Limit, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 86, No. 780, pp. 247-257, 2021. 2 (in Japanese)　三浦耕太, 藤田起章, 田畑佑, 前田匡樹, Alex Shegay, 米澤健次：連層耐震壁を有する RC 造 4 層建築物縮小試験体の振動台実験による架構の破壊形式と安全限界の評価, 日本建築学会構造系論文集, 第 86 巻, 第780 号, pp. 247-257, 2021. 2 (DOI: https://doi.org/10.3130/aijs.86.247 )

5. 5) Ono, A., Adachi, H., Nakanishi, M., Sudo, H. and Mori, T.: Study on Elasto-Plastic Behavior of Reinforced Concrete Shear Wall Structures Part 23 Elasto-Plastic Analysis on Reinforced Concrete Framed Structures with Shear Walls of Several Stories Failing in Shear, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Vol. 59, pp. 1955-1956, 1984. 9 (in Japanese)　小野新, 安達洋, 中西三和, 数藤久幸, 森利明：鉄筋コンクリート造耐震壁の弾塑性性状に関する研究：その 23 せん断破壊する連層耐震壁を含む鉄筋コンクリート架構の弾塑性解析：構造, 日本建築学会大会学術講演梗概集, 第 59 巻, pp. 1955-1956, 1984. 9