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- 鈴木 敏郎
- 東京大学大学院
書誌事項
- タイトル別名
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- 3) THE LATERAL STABILITY OF TRUSSES
- 鉄骨トラスの横座屈
- テッコツ トラス ノ ヨコザクツ
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抄録
This paper gives theoretical and experimental analysis for the lateral stability of trusses, which are considered as a whole, not as a part. In the first half of this report approximate solutions are derived by using the similar methods applied to the stability of compression chords of pony truss bridges. In the latter half of it experimental results of built-up columns, some of which are composed of steel tubes and others of angle-section beams, are presented. And they show good agreement with the caluculated ones. In short the result obteined is that trusses as well as open-web I-beams (see No. 66) can be regarded to be the same as rolled I-beams.
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 70 (0), 10-15, 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
- 1390001205570183936
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- NII論文ID
- 110005231009
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 9156984
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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