SHAKING TABLE TEST ON FRICTION BEHAVIOR BETWEEN STEEL COLUMN BASE AND BASE MORTAR
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- IKENAGA Masahiro
- Dept. of Architecture and Architectural Engineering, Kyoto Univ.
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- NAGAE Takuya
- National Research Institute for Earth Science and Disaster Prevention
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- MCCORMICK Jason
- Dept. of Civil and Environmental Engineering, The University of Michigan
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- KATSUO Mika
- Dept. of Architecture and Architectural Engineering, Kyoto Univ.
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- NAKASHIMA Masayoshi
- Disaster Prevention Research Institute, Kyoto Univ.
Bibliographic Information
- Other Title
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- 鋼構造露出柱脚と基礎モルタル間の摩擦性状に関する振動台実験
- コウコウゾウ ロシュツ チュウキャク ト キソ モルタルカン ノ マサツ セイジョウ ニ カンスル シンドウダイ ジッケン
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Abstract
Shear friction between the steel base plate and base mortar contributes to the shear resistance of standard column bases. A value of 0.5 is adopted as the coefficient of shear friction in AIJ's design specifications, but the associated background data are limited. To investigate the dynamic shear resistance behavior between the base plate and mortar, a shake table study is undertaken using a large rigid mass supported by steel contact elements that rest on mortar surfaces fixed on the shake table. Horizontal input accelerations are considered for various magnitudes and frequencies. The results provide a constant friction coefficient during sliding with an average value of 0.78. Comparisons with previous test and numerical analysis are also carried out, and good correlation among them is noticed.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 73 (629), 1185-1191, 2008
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205604636160
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- NII Article ID
- 110006794814
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 9572374
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed