HYSTERESIS LOOP MODEL OF JOINT PANELS IN H-SHAPED COLUMN TO BEAM CONNECTIONS
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- IKARASHI Kikuo
- Dept. of Architecture and Building Engineering, Graduate School of Science and Engineering, Tokyo Institute of Technology
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- KANEKO Hirohumi
- R&D Institute, Takenaka Corporation
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- YANASE Hirotomo
- Takenaka Corporation
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- AONO Masahiro
- Graduate School, Tokyo Institute of Technology
Bibliographic Information
- Other Title
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- H形鋼柱梁接合部パネルの繰返し履歴曲線モデル
- Hガタ コウチュウ リョウセツゴウブ パネル ノ クリカエシ リレキ キョクセン モデル
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Abstract
In this study, cyclic behavior of joint panel in H-shaped column to beam connections is cleared, and modeled using by Menegotto-Pint model. Parameter is the ratio of joint panel strength to column or beam strength. In order to clear that, loading test and numerical analysis is carried out. First, skeleton curve modeled by using results of analysis and loading tests. Secondary, the effect of experienced displacement and Bauschinger's effect are investigated, so cyclic behavior of joint panel is modeled. The effects of axial force, frame shapes and the frame around the joint panel to the behavior of joint panel is cleared.
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) 70 (597), 119-126, 2005
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680614785408
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- NII Article ID
- 110004839839
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 7719613
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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
