偏心引張力を受ける鉄筋コンクリート耐震壁のせん断耐力
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概要
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Six reinforced concrete shear wall models were buiIt and tested to investigate the effects of reversed cyclic lateral loading and eccentric tensile axial force on the shear strength behavior. For five wall specimens, the measured strength values were found to be in close agreement with the calculated values by the past shear strength equation considering the axial tensile stress, regardless of reversed cycIic lateral loading and eccentric tensile axial force. However, for theremaining one specimen, the experimental value became much smaller than the calculated value by the past equation. In this one, the elongation at the base part of the boundary column is larger than the others. It seems that the largest elongation of the boundary column caused the small experimental result.
- 開発技術研究会の論文
- 2001-09-00
開発技術研究会 | 論文
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