3183 Seismic Displacement of Reinforced Concrete Frame with Bedm-yielding Mechanism :
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説明
Elastic and inelastic dynamic analysis methods were used to calculate displacement of a 12-story reinforced concrete frame which was designed to form the beam-yielding mechanism under earthquake motions. The results suggested that inelastic maximum displacement and story drift of the beam-yielding frame structure under different intensity earthquake motions can be estimated by an elastic response analysis method.
収録刊行物
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- コンクリート工学年次論文報告集
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コンクリート工学年次論文報告集 20 (3), 1093-1098, 1998-06-30
日本コンクリート工学協会
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詳細情報 詳細情報について
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- CRID
- 1540291245352328448
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- NII論文ID
- 110009745609
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- NII書誌ID
- AN10026675
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- 本文言語コード
- ja
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- データソース種別
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- NDLデジコレ（旧NII-ELS）
- CiNii Articles