AN EXAMINATION FOR THE LATERAL STRENGTH OF A LOW HEIGHT CONCRETE WALL
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- KAWASAKI Mamoru
- Architecture, Graduate School of Engineering, Tokyo City Univ.
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- OHMURA Tetsuya
- Dept. of Architecture, Faculty of Engineering, Tokyo City Univ.
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- ISHII Ryota
- The Zenitaka Corporation
Bibliographic Information
- Other Title
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- シアスパン比が1以下のRC造耐震壁の水平耐力評価に関する考察
- シアスパンヒ ガ 1 イカ ノ RCズクリ タイシンヘキ ノ スイヘイ タイリョク ヒョウカ ニ カンスル コウサツ
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Abstract
<p>Less number of specimen with the shear span ratio of 0.50 or less were test, because it is extremely hard to set it up. FE analysis can resolve above issues. In addition, the concrete strength reduction (CSR) would be occurred for the vertical direction due to the bleeding and the aggregate sedimentation. In this paper, concrete walls with shear span ratio of 1.0 or less and the CSR were analyzed. As a result, the CSR and Qsu’ should be taken into account the seismic assessment in addition to a conventional concrete survey for especially an existing building.</p>
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 24 (57), 667-672, 2018-06-20
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390845712969308160
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- NII Article ID
- 130007398451
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 029117122
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed