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基于剪摩擦理論的結(jié)合面抗剪性能的研究綜述

發(fā)布時(shí)間:2018-07-28 19:23
【摘要】:在歸納總結(jié)當(dāng)前已有研究成果的基礎(chǔ)上,重點(diǎn)評(píng)述對(duì)剪摩擦理論起到重要推動(dòng)作用的研究成果,并對(duì)當(dāng)前國(guó)內(nèi)外現(xiàn)行規(guī)范中基于剪摩擦理論的抗剪設(shè)計(jì)公式進(jìn)行對(duì)比,分析各個(gè)公式之間的異同。針對(duì)我國(guó)裝配式鋼筋混凝土建筑的特點(diǎn),提出了基于剪摩擦理論的抗剪設(shè)計(jì)公式中可能存在的問(wèn)題,以及還需進(jìn)一步開(kāi)展的研究方向。
[Abstract]:On the basis of summing up the existing research results, this paper mainly comments on the research results that play an important role in promoting the shear friction theory, and compares the shear design formulas based on the shear friction theory in the current domestic and foreign codes. Analyze the similarities and differences between the formulas. According to the characteristics of prefabricated reinforced concrete buildings in our country, the possible problems in shear design formula based on shear friction theory are put forward, and the research directions that need to be further developed are also put forward.
【作者單位】: 山東省建筑科學(xué)研究院;
【基金】:國(guó)家住房城鄉(xiāng)建設(shè)部2015年科技計(jì)劃項(xiàng)目(2015-K2-001)
【分類號(hào)】:TU528
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本文編號(hào):2151336

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