ULTIMATE BEHAVIOR AND MODELING OF RECTANGULAR STEEL PIER BASE-TO-FOOTING CONNECTIONS UNDER MONOTONIC LOADS
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- TAJIMA Hitoshi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- HANNO Hisamitsu
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- FUJIWARA Hideyuki
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- GOTO Yoshiaki
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 単調載荷条件下での矩形断面鋼製橋脚アンカー部の終局挙動とモデル化
- タンチョウサイカ ジョウケン カ デ ノ クケイ ダンメン コウセイ キョウキャク アンカーブ ノ シュウキョク キョドウ ト モデルカ
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Abstract
Large scale model tests are performed to investigate the ultimate behavior of rectangular steel pier base-to-footing connections under monotonic loading. The main purpose of this research is to examine the applicability of the theoretical methods to the prediction of the ultimate behavior of pier base connections. The methods examined here are a component method and a simplified method based on the RC double reinforcement beam model. The validity and accuracy of the component method that were confirmed for the circular steel piers are also confirmed for the rectangular steel pier. This implies that the component method can be generally used to assess the ultimate behavior of pier base-to-footing connections. Regarding the RC double reinforcement beam model, an adoption of a realistic constitutive relation and an assumption of a proper RC cross sectional size lead to an acceptable result.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1999 (612), 297-311, 1999-01-21
Japan Society of Civil Engineers
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Details
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- CRID
- 1390001205308551936
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- NII Article ID
- 10002527203
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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
- 4641531
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed