ULTIMATE STRENGTH OF RC COLUMNS WITH EXTENDED WING WALL STRENGTHENED BY DIAGONAL POST-INSTALLED ANCHOR WITH VERTICAL JOINT SLIP FAILING-Reference-Cited by-同舟云学术

ULTIMATE STRENGTH OF RC COLUMNS WITH EXTENDED WING WALL STRENGTHENED BY DIAGONAL POST-INSTALLED ANCHOR WITH VERTICAL JOINT SLIP FAILING

Published:2016 Issue:728 Volume:81 Page:1713-1722
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:

SADASUE Kazushi¹

Affiliation:

1. Assoc. Prof., Dept. of Architectural Eng., Faculty of Eng., Hiroshima Institute of Technology, Dr.Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference15 articles.

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2. 2) 日本建築防災協会：既存鉄筋コンクリート造建築物の耐震改修設計指針同解説，2001.1

3. 3) 若林實，南宏一，藤原悌三，中村武，社家寛子：袖壁付き柱の終局耐力の評価法に関する基礎的研究，京都大学防災研究所年報，第28号 B-1，pp. 237-251，1985.4

4. 4) 中野克彦，松崎育弘，杉山智昭：接着系あと施工アンカーの基本平均付着強度に関する実験的研究，日本建築学会大会学術講演梗概集，C-2，pp. 149-150，2009.8

5. 5) 日本建築防災協会：既存鉄筋コンクリート造建築物の耐震診断基準同解説，2001.1

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