EXPERIMENTAL PERFORMANCE EVALUATION OF SPLICE JOINTS FOR TIMBER STRUCTURES USING STEEL PIPES AND HIGH-STRENGTH BOLTS
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- TAKAGI Jiro
- Div. of Architecture and Urban Studies, Tokyo Metropolitan Univ.
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- NISHIMOTO Kenji
- Toa Corporation
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- ASAMI Tadaaki
- Div. of Architecture and Urban Studies, Tokyo Metropolitan Univ.
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- ENDO Toshiki
- Div. of Architecture and Urban Studies, Tokyo Metropolitan Univ.
Bibliographic Information
- Other Title
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- 高力ボルトと一般構造用鋼管を用いた木造曲げ抵抗継手の性能評価実験
- コウリョク ボルト ト イッパン コウゾウヨウ コウカン オ モチイタ モクゾウ マゲ テイコウ ツギテ ノ セイノウ ヒョウカ ジッケン
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Abstract
A splice joint system for timber members was proposed and its performance was evaluated experimentally. The joints are composed of a steel plate and high-strength bolts. Bending moments in the timber members are converted to coupled bearing forces in the bolted connections between the steel and timber. The bearing strength of each bolt is enhanced through the use of doubly placed steel pipe sleeves. Experiments for the connections and splice joints were conducted. The bolt connections were found to have sufficient bearing strength to allow for yielding of the steel plates as the primary failure mechanism of the splice joints.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 21 (48), 591-596, 2015
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205174562176
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- NII Article ID
- 130005078408
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 026554616
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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