DUCTILITY DEMANDED OF MEMBERS IN STEEL MOMENT FRAMES SUSTAINING BEAM-HINGING MECHANISM
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- OGAWA Koji
- Dept of Architecture and Civil Eng, Faculty of Eng, Kumamoto Univ
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- INOUE Kazuo
- Dept of Architecture and Environmental Design, Kyoto Univ
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- NAKASHIMA Masayoshi
- Disaster Prevention Research Institute, Kyoto Univ.
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- SAWAIZUMI Shinichi
- Steel Structure Development Center, Nippon Steel Corporation
Bibliographic Information
- Other Title
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- 梁降伏型鋼構造ラーメン部材の必要塑性変形性能に関する研究
- リョウ コウフクガタ コウ コウゾウ ラーメン ブザイ ノ ヒツヨウ ソセイ ヘンケイ セイノウ ニ カンスル ケンキュウ
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Abstract
This paper presents a seismic design procedure to estimate the ductility demanded of beams in strong column - weak beam steel frames. Critical parameters that control the earthquake response of steel frames are characterized and incorporated into the equivalent SDOF representation. Maximum and cumulative plastic rotations induced into beam-ends are derived in explicit forms as functions of these parameters, and accuracy of the estimated rotations is demonstrated through the comparison with numerical results.
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) 65 (537), 121-128, 2000
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680613999232
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- NII Article ID
- 110004303955
- 10007241592
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL BIB ID
- 5572903
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed
