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CORRELATION BETWEEN AXIAL FORCE AND BENDING CAPACITY AT BENDING HINGE OF STEEL BAR-TIMBER COMPOSITE COLUMN
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- SHIOYA Shinichi
- Graduate School of Science and Engineering, Kagoshima University
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- HAYATA Keisuke
- Graduate School of Science and Engineering, Kagoshima University
Bibliographic Information
- Other Title
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- 鉄筋集成材の柱の降伏ヒンジの軸力と曲げ耐力の相関関係
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Description
<p>To investigate bending characteristic of the plastic hinge of steel bar-timber composite column under lower to higher levels of axial force, compression test and cyclic bending test of column were conducted, and it was revealed that compressive stiffness, and compressive strength of the hinge were greatly increased by steel bars, and moment-rotation angle relationship of the hinge from low to high axial force and its correlation curve between axial force and bending strength were clarified. Furthermore, the correlation curve and the cyclic moment-angle relationship could be estimated accurately by the plasticity theory and the calculation method for reinforced concrete.</p>
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) 89 (825), 1286-1297, 2024-11-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390302027326638336
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- ISSN
- 18818153
- 13404202
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- Crossref
- KAKEN
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- Abstract License Flag
- Disallowed