COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGES WITH HIGH STRENGTH HOLLOW AND BOND BEAM UNITS
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- BABA Akio
- Building Research Institute, MOC:Prof, of Tsukuba Univ.
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- SENBU Osamu
- Dept. of Architecture, Faculty of Engineering, Hokkaido University
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- WATANABE Mitsuyoshi
- Dept. of Architecture, Polytechnic University
Bibliographic Information
- Other Title
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- 空洞部の大きい高強度メーソンリーユニットの組積状態における圧縮強度
- クウドウブ ノ オオキイ コウ キョウド メーソンリー ユニット ノ ソセキ
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Abstract
Compressive strength of masonry assemblages with hollow and bond beam high strength masonry units, which was indispensable for actualizing more than medium rise reinforced masonry buildings, was experimentally examined from the viewpoints of approximating the strength, that is to say the characterized strength for masonry structural design, and predicting the fracture patterns in case of concrete and clay masonry units.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 62 (492), 1-5, 1997
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680614783488
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- NII Article ID
- 110004361962
- 10005328281
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 4139560
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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