VERIFICATION OF APPLICABILITY OF SHEAR DESIGN EQUATIONS FOR RC BEAMS WITHOUT STIRRUPS ON COUPLERS
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- KONISHI Daisuke
- Graduate School of Engineering, Toyohashi Univ. of Technology
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- SANADA Yasushi
- Graduate School of Engineering, Osaka Univ.
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- ADACHI Tomohiro
- Tokyotekko Co., Ltd.
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- KASAHARA So
- Graduate School of Engineering, Toyohashi Univ. of Technology
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- KHANH Nguyen
- Graduate School of Engineering, Toyohashi Univ. of Technology
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- MURAYAMA Shunichiro
- Graduate School of Engineering, Toyohashi Univ. of Technology
Bibliographic Information
- Other Title
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- カプラー上にせん断補強筋を配さないRC梁に対する実用せん断設計式の適用性の検証
- カプラー ジョウ ニ センダンホキョウキン オ ハイサナイ RCリョウ ニ タイスル ジツヨウ セン ダンセッケイシキ ノ テキヨウセイ ノ ケンショウ
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Abstract
RC beams without stirrups on couplers of longitudinal reinforcing bars were tested to investigate the shear performance. Seventeen beam specimens were designed and constructed with different structural details such as existence of coupler, coupler length, location of coupler, and existence of stirrups on coupler. A method to consider the specific details of these beams in the practical shear design equations was presented to evaluate the shear performance. Its applicability was examined through cyclic loading tests of the specimens.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 18 (40), 929-933, 2012
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390282680146623616
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- NII Article ID
- 130004932715
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 024037994
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed