STRUCTURAL PERFORMANCE OF PRECAST CONCRETE BEAM-COLUMN JOINTS USING DFRCC IN PANEL
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- SANO Naoya
- GSSIE, Univ. of Tsukuba
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- KANAKUBO Toshiyuki
- GSSIE, Univ. of Tsukuba
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- YASOJIMA Akira
- GSSIE, Univ. of Tsukuba
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- HOSOYA Hiroshi
- Technical Research Institute, Okumura Corporation
Bibliographic Information
- Other Title
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- パネルゾーンにDFRCCを用いたPCa柱梁接合部の構造性能
- パネルゾーン ニ DFRCC オ モチイタ PCa チュウ リョウセツゴウブ ノ コウゾウ セイノウ
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Description
In this study, the loading test of precast concrete beam-column joints using DFRCC in joint panel is conducted to evaluate effect of preventing crack widening and structural performance of joint panel with DFRCC. The experiment factor is shear reinforcement arrangement in joint panel. The test results are compared with those of conventional concrete specimen with same reinforcement arrangement in previous experiments. From the experiment results, it can be recognized that DFRCC improves the shear performance of precast concrete beam-column joints and confinement effect of DFRCC is the same or higher than that of shear reinforcement.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 22 (50), 109-114, 2016
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205174268544
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- NII Article ID
- 130005126899
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 027119219
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
- OpenAIRE
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- Abstract License Flag
- Disallowed
