EFFECT OF THE ADJACENT MEMBER ON THE FLEXURAL BUCKLING OF COMPRESSION MEMBER WITH ROTATIONAL SPRINGS
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- KIDO Masae
- Faculty of Environmental Eng., The University of Kitakyushu
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- NISHIMURA Takuma
- Graduate School of Environmental Eng., The University of Kitakyushu
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- TSUDA Keigo
- The University of Kitakyushu
Bibliographic Information
- Other Title
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- 回転ばねのついた圧縮材の曲げ座屈に関する隣接部材の影響
- Compressive member supported at 3 points
- -3点支持された圧縮材-
Abstract
<p>The effect of an adjacent member on the flexural buckling of compression member is examined. Formulas for equivalent rotational stiffness of the adjacent column affecting the focused column is presented. The effect of the adjacent column is classified in three groups, that is the focused member is perfectly braced, buckle simultaneously and the adjacent member is perfectly braced, according to the critical flexural stiffness ratio. Relations between the equivalent rotational stiffness and above mentioned 3 groups are discussed, and the critical flexural stiffness ratio characterizing the groups are shown, taking the height ratio, axial load ratio etc. as the parameter.</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) 88 (808), 1004-1015, 2023-06-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390014813074082816
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- ISSN
- 18818153
- 13404202
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed