ELASTIC-PLASTIC DYNAMIC BUCKLING ANALYSIS OF A STEEL CIRCULAR PIER
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- Nakamura Hideharu
- 社団法人土木学会 (財) 電力中央研究所構造部
Bibliographic Information
- Other Title
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- 鋼製円筒橋脚の動的弾塑性座屈解析
- コウセイ エントウ キョウキャク ノ ドウテキ ダンソセイ ザクツ カイセキ
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Abstract
Although performance of steel structures has been fairy well due to ductile material properties, during the Hyogoken-nanbu Earthquake (M=7.2), occurred at 5:46, 17th January 1995, various types of damages were found among steel structures and the elastic-plastic dynamic buckling induced through the seismic excitations is recognized as one of the most important problems in seismic design. The purpose of this paper is to describe a method of elastic-plastic large displacement analysis for buckling analysis of shells of revolution, and to discuss about the dynamic buckling characteristics of a steel circular pier comparing the computational results with the observed phenomena in Kobe City.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1996 (549), 205-219, 1996-10-21
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205307849472
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- NII Article ID
- 10001807555
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL BIB ID
- 4066477
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed