書誌事項
- タイトル別名
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- STUDY ON BUCKLING STRENGTH OF LEGS OF TRUSSED TOWERS
- トウジョウ トラス ホネグミ キャクブ ノ ザクツ タイリョク ニ カンスル
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This study quantitatively has clarified how stiffnesses of bracing members, slenderness ratios of column members and shape ratios of frames have contributed to buckling strength and non-linear deformation behavior by the static loading tests and the non-linear buckling analyses of legs of trussed towers. It has been confirmed that we can calculate total buckling strength of legs with consideration to the upper parts of column members keeping linear stress behavior. This paper offers our advanced philosophy of design of the legs to consider non-linear deformation behavior. In such a structural configuration of leg designed by this philosophy, column members may buckle between the cross points before the other members do. And required stiffness of bracing members against column buckling mentioned above, has been obtaind and formulated by parametiric con-linear buckling analyses.
収録刊行物
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- 日本建築学会構造系論文報告集
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日本建築学会構造系論文報告集 412 (0), 67-77, 1990
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
- 1390282680580696448
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- NII論文ID
- 110004086985
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- NII書誌ID
- AN10040177
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- ISSN
- 24330000
- 09108025
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- NDL書誌ID
- 3676809
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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
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可