Seismic Response Analysis of BFG Holder Considering Nonlinear Soil Foundation Interaction
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- HARADA Takanori
- 宮崎大学工学部土木環境工学科
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- HAMASAKI Akira
- 防災管理新日本製鐵 (株) 大分製鐵所総務部
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- WANG Hongze
- 宮崎大学産学連携センター
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- SUGINO Yoshihiko
- 土建水グループマネジャー新日本製鐵 (株) 大分製鐵所
Bibliographic Information
- Other Title
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- 地盤との非線形動的相互作用を考慮した高炉ガスホルダーの地震応答解析
- ジバン トノ ヒセンケイ ドウテキ ソウゴ サヨウ オ コウリョシタ コウロ ガス ホルダー ノ ジシン オウトウ カイセキ
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Abstract
Because the currently existing important industrial and civil structures were designed and constructed on the basis of the past earthquake resistant design regulations, it is important to examine the seismic response behaviors of these existing important structures by using the current knowledge on earthquake loadings and the advanced method of 3-dimensional nonlinear seismic response analysis. In this paper, the 3-dimensional nonlinear seismic response behaviors of a BFG holder have been examined using a 3-dimensional fiber element method that can make it possible to model digitally the substructures and superstructures based on the nonlinear stress-strain behaviors of the materials of the structures. The computer code of 3-D fiber element method used in this analysis can take into account for the 3-dimensional nonlinear dynamic soil foundation interaction, and also the material and geometrical nonlinear behaviors of the beam and shell elements of the BFG holder. It is found from numerical analysis that the seismic behaviors of BFG holder strongly change depending on the height (position) of the piston of the BFG holder and also the piston moves laterally and rotationally during earthquake loadings.
Journal
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- Journal of applied mechanics
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Journal of applied mechanics 11 1071-1079, 2008
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680184430720
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- NII Article ID
- 130004091325
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- NII Book ID
- AA11311063
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- ISSN
- 1884832X
- 13459139
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- HANDLE
- 10458/6389
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- NDL BIB ID
- 9668123
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed