- 摘 要
-
(蘇州科技學(xué)院 215011)
[提要]在試驗(yàn)的基礎(chǔ)上提出了集中荷載作用下輕骨料混凝土梁受剪承載力計(jì)算公式的模型。應(yīng)用《建筑結(jié)構(gòu)設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)》(GBJ68—84)提供的結(jié)構(gòu)可靠度分析的一次二階矩法,對(duì)公式模型進(jìn)行了可靠度分析,并按照《建筑結(jié)構(gòu)可靠度設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)》(GB50068—2001)的要求,確定了公式中的待定參數(shù)ω的值。建議的公式和可靠度分析結(jié)果可為輕骨料混凝土梁受剪承載力的設(shè)計(jì)計(jì)算提供依據(jù)。
[關(guān)鍵詞] 輕骨料混凝土梁 受剪承載力 計(jì)算公式 可靠度
Calculation Formula and Its Reliability Analysis of Shear Capacity of Lightweight Aggregate Concrete Beams/Shao Yongjian (Suzhou Institute of Science and Technology,Suzhou 215011,China)
Abstract:Based on the experimental results,the calculation formula model of shear capacity of lightweight aggregate concrete beams is put forward.The second moment of first order method recommended in the National Design Standard of Building Structures(GBJ68—84) is applied to analyze the reliability of the formula model.According to the demand of Unified Standard for Reliability Design of Building Structures(GB50068—2001),the value of parameter ω is fixed.The suggested formula and reliability can be used to design and calculate the shear capacity of lightweight aggregate concrete beams.
Keywords:lightweight aggregate concrete beams; shear capacity; calculation formula; reliability
- 下載地址
-
你還沒(méi)注冊(cè)?或者沒(méi)有登錄?這篇論文要求至少是本站的注冊(cè)會(huì)員才能閱讀!
如果你還沒(méi)注冊(cè),請(qǐng)趕緊點(diǎn)此注冊(cè)吧!
如果你已經(jīng)注冊(cè)但還沒(méi)登錄,請(qǐng)趕緊點(diǎn)此登錄吧!