Bibliographic Information
- Other Title
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- ジクリョク ト クリカエシ 2ジク マゲ カジュウ オ ウケル コウ コウゾウ
- Inelastic Behavior of Steel Column Segments under Cyclic Biaxial Bendings and Axial Force Part 2:Characteristics of the Hollow Circular Section
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Abstract
The inelastic behaviors of hollow circular section under the constant axial forces are investigated in terrns of the transforrnations of the yield surfaces presented by the pararneters P/Py, Mx/M*px, and My/M*py, in which Py, M*px, and M*py are the yield axial force and the plastic moments under the monotonic uniaxial loadings respectively. The experirnents and the nurnerical analyses for various loading paths are perforrned and the resultant moment-curvature relations are cornpared with each other to show good agreernent. Furtherrnore, the characteristics of the subsequent yield surfaces for three values of constant axial force are discussed.
長崎大学工学部研究報告, (12), pp.39-44; 1979
Journal
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- Reports of the Faculty of Engineering, Nagasaki University
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Reports of the Faculty of Engineering, Nagasaki University (12), 39-44, 1979-02
長崎大学工学部
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Details 詳細情報について
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- CRID
- 1050005822274635008
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- NII Article ID
- 120006966912
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- NII Book ID
- AN00178418
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- ISSN
- 02860902
- 18805574
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- HANDLE
- 10069/23938
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- NDL BIB ID
- 2042614
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- Text Lang
- ja
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- Article Type
- departmental bulletin paper
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- Data Source
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- IRDB
- NDL
- CiNii Articles