書誌事項
- タイトル別名
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- NUMERICAL METHOD FOR ELASTIC POST-BUCKLING BEHAVIOR OF A COMPRESSION MEMBER WITH AXIAL FORCE GRADIENT
- ジクリョク コウバイ オ ユウスル アッシュクザイ ノ ダンセイ ザクツゴ キョドウ ニ カンスル スウチ カイセキ シュホウ
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The ultimate objective of this study has been to develop a simple model which can evaluate the lateral buckling behavior of the truss beam without using a discrete model. As a preliminary step towards fulfilling this objective, we first recognized the lateral buckling behavior of the truss beam as the out-of-plane buckling behavior of the cord member with axial force gradient. We then presented a numerical method which enables us to conveniently and systematically evaluate the elastoplastic post-buckling behavior of the cord member. However, this method does not take the elastic post-buckling behavior of the cord member into consideration, and hence it cannot be applied to the cord member with slenderness ratio larger than the critical slenderness ratio. Thus, in this paper, we extend this numerical method and present an analytical method that can accurately evaluate the elastic post-buckling behavior of the chord member with axial force gradient.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 72 (618), 113-119, 2007
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
- 1390001205671234304
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- NII論文ID
- 110006367027
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 8913262
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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