STORY-DRIFT LIMIT AND POST-LIMIT BEHAVIOR OF CORNER PART OF PRECAST CONCRETE CURTAIN WALLS DETAILED TO ACCOMMODATE FRAME DEFORMATION BY ROCKING MOTION
-
- KOH Kwengjoo
- Dept. of Architecture and Architectural Engineering, Kyoto Univ., M.Eng.
-
- SUITA Keiichiro
- Prof., Dept. of Architecture and Architectural Engineering, Kyoto Univ., Dr. Eng.
-
- INUKAI Masatoshi
- Member of Precast Concrete System Association
-
- SASAKI Tetsuya
- Member of Precast Concrete System Association
Bibliographic Information
- Other Title
-
- ロッキング方式プレキャストコンクリートカーテンウォールのコーナー部の変位追従限界と限界後の挙動
- ロッキング ホウシキ プレキャストコンクリートカーテンウォール ノ コーナーブ ノ ヘンイ ツイジュウ ゲンカイ ト ゲンカイ ゴ ノ キョドウ
Search this article
Abstract
This paper presents results of full-scale loading test of the corner part of rocking type precast concrete curtain walls subjested to large story drift over 0.17 rad. From test results, the method to estimate the rotation of panels and the deformation of joints are proposed. The failure of curtain walls occurred at the bearing support of a panel and the collision between panels led the failure of the panel at the corner and some pieces of broken concrete have fallen. The method to predict the collision of panels are also proposed and the validity of the method is verified by test results.
Journal
-
- Journal of Structural and Construction Engineering (Transactions of AIJ)
-
Journal of Structural and Construction Engineering (Transactions of AIJ) 80 (717), 1637-1647, 2015
Architectural Institute of Japan
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390282680581280000
-
- NII Article ID
- 130005109776
-
- NII Book ID
- AN10438559
-
- ISSN
- 18818153
- 13404202
-
- NDL BIB ID
- 026850527
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
-
- Abstract License Flag
- Disallowed
