配筋砌塊砌體剪力墻的受剪承載力及可靠度分析
施楚賢 楊偉軍
- 摘 要
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施楚賢 （湖南大學(xué) 長沙 410082）楊偉軍 （長沙交通學(xué)院 410076）
[提要] 通過試驗研究和理論分析，提供了不同灌芯率時混凝土砌塊砌體的基本強度指標(biāo)；建立了能反映配筋砌塊砌體剪力墻特性的斜截面受剪承載力計算方法；通過可靠度分析，其可靠指標(biāo)滿足脆性破壞時對可靠指標(biāo)的要求值。
[關(guān)鍵詞] 配筋砌塊砌體 剪力墻 灌芯 砌體強度 受剪承載力 可靠指標(biāo)
According to the experimental research and theoretical analysis, the basis strength values for concrete block masonry of all kinds of concrete infill ratio are put forward. The calculating method of the shear bearing capacity of oblique section is als. established, which can represent the behavior of reinforced concrete masonry shear wall. Based on the reliability analysis, the reliability index is satisfactory with the allowable value of reliability index for brittle failure. The results can be reference t. research and engineering design.
Keywords: reinforced block masonry; shear wall; strength of concrete infill masonry; shear bearing c,apacity; reliability index
