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- FUKUHARA Takeshi
- Research & Development Institute, Takenaka Corporation
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- MIYAUCHI Yasuyoshi
- Research & Development Institute, Takenaka Corporation
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- ISHIKAWA Yuji
- Research & Development Institute, Takenaka Corporation
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- SUZUKI Naomiki
- Building Design Dept., Structural Engineering Section, Takenaka Corporation
Bibliographic Information
- Other Title
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- 遠心成形中空PCaPRC柱‐S梁接合部の開発
- 遠心成形中空PCaPRC柱-S梁接合部の開発
- エンシン セイケイ チュウクウ PCaPRC チュウ S リョウセツゴウブ ノ カイハツ
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Description
This paper presents the results of the experimental study on the seismic performance of Reinforced Concrete Column-Steel Beam frame systems with centrifugally molded PCa Columns, which are made using the production line of PRC piles. At first, two basic tests, the tensile test of Non-Diaphragm-pipes and the compression test of the joint filling mortar between the PRC Column and steel pipe, were carried out. Afterward, two interior beam-column joints were tested under reversed cyclic loads while subjected to constant axial compression. Finally, a procedure to evaluate the seismic capacity of steel beam- PCa column joints is presented.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 16 (34), 991-996, 2010
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205171038848
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- NII Article ID
- 130004507057
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 10862559
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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