Fundamental Study on Sliding Shear Failure of Reinforced Concrete Bearing Walls

钢筋混凝土承重墙滑剪破坏的基础研究

• 批准号: 24760464
• 负责人: TANI Masanori
• 金额: $ 2.58万
• 依托单位: Building Research Institute
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Young Scientists (B)
• 财政年份: 2012
• 资助国家: 日本
• 起止时间: 2012-04-01 至 2014-03-31
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-24760464/
• 关键词: コンクリート構造; 耐震壁; せん断すべり破壊; 鉄筋コンクリート; せん断すべり; 変形性能

Two specimens whose experimental parameter is detail of boundary columns were tested to obtain fundamental test data about sliding shear behavior at wall base and confirm the accuracy of evaluation methods proposed in the past. The accuracy of the equations for sliding shear capacity was also discussed by using experimental database constructed by authors in the past. The calculated results by the past evaluation methods showed relatively large variation, however they could predict the trend of failure mode observed in the experiment roughly.

以边界柱细部为试验参数的两个试件进行了试验，获得了墙体基底滑动剪切性能的基本试验数据，验证了以往评价方法的准确性。利用前人建立的试验数据库，讨论了滑剪承载力方程的准确性。以往评价方法的计算结果变化较大，但能较粗略地预测试验中观察到的破坏模式变化趋势。

项目成果

RC造耐力壁のせん断すべり破壊に関する実験的研究

RC承重墙剪滑破坏试验研究

• 发表时间: 2013
• 作者: 谷昌典;福山洋;河野進
• 通讯作者: 河野進

STUDY ON SLIDING SHEAR FAILURE OF REINFORCED CONCRETE BEARING WALLS

钢筋混凝土承重墙滑剪破坏研究

• 发表时间: 2013
• 作者: TANI M.;Kono S.;Fukuyama H.
• 通讯作者: Fukuyama H.

RC造耐力壁の脚部せん断すべり耐力評価式の予測精度検証

RC承重墙腿剪抗滑评价公式预测精度验证

• 发表时间: 2013
• 作者: Takenori HIDA;Shuji TAMURA;Masayuki NAGANO;谷昌典,福山洋
• 通讯作者: 谷昌典,福山洋