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- 日置 興一郎
- 大阪市立大学
書誌事項
- タイトル別名
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- 4) BEAM THEORY OF CYLINDRICAL SHELL ROOFS SUBJECTED TO ANTI-SYMMETRICAL LOADINGS
- ギャクタイショウ カジュウ オ ウケル エントウキョクバン ヤネ ノ リョウリロン
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抄録
Possibility of application of the beam theory to the probrem of cylindrical shell roofs subjected to an antisymmetrical load has been evaluted in this investigation. The present theory takes the effects of M_<xψ> and M_x into considerations, which satisfy exact equilibrium conditions. Then the formulae are brought into practical ones, and tables have been presented. If a shell is so long and shallow that GJ_t/EC_w cannot be neglected, the St. Venant's torsional ridigity or M_xψ should be considered. H. Lundgren neglects this effect in his book. In the case of torsion, the elastic effect of circumferential stiffener cannot be neglected. This elastic rigidity can be included, assuming the deformation is proportional to the warping function W. In conclusion the present theory is accurate than the old one and is suitable for the practical design purposes.
収録刊行物
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- 日本建築学会論文報告集
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日本建築学会論文報告集 79 (0), 18-23, 1962
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205569183616
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- NII論文ID
- 110005231479
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 9157411
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可