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- Konishi Ichiro
- 京都大学工学部土木工学科
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- Komatsu Sadao
- 大阪市立大学工学部土木工学科
Bibliographic Information
- Other Title
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- 単純支持曲線桁橋の立体的解析
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Description
Whenever a curved girder bridge is loaded. transversely, the bending and torsion are generally bicoupled. Hence, it is much favorable to adopt such a structural type as box girder bridge or grillage one, which can resist effectively the torsion induced over the whole cross section of bridge.<BR>In this paper, the authors have obtained the solutions for the deformations and also for the strese resultants by means of the generalized torsion bending theory which they developed in the previous paper.
Journal
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- Transactions of the Japan Society of Civil Engineers
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Transactions of the Japan Society of Civil Engineers 1963 (90), 11-28, 1963
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680349705344
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- NII Article ID
- 130003978572
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- ISSN
- 18844944
- 00471798
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed