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首页> 外文期刊>Journal of bridge engineering >Incorporation of Skew Effects in Live-Load Distribution Factors Developed for Typical Integral Bridges
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Incorporation of Skew Effects in Live-Load Distribution Factors Developed for Typical Integral Bridges

机译:将偏斜效应纳入为典型整体桥梁开发的活荷载分配因子中

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摘要

In current bridge design specifications, no provisions exist for live-load distribution (LLD) in the components of skewed integral bridges (SIBs). Thus, in this study, skew correction factors (SCFs) were developed for the girders, abutments, and piles of SIBs to adjust the readily available LLD formulae for integral bridges (IBs). For this purpose, two-dimensional (2D) and three-dimensional (3D) structural models (SMs) of numerous SIBs were constructed and then analyzed to calculate the LLD factors (LLDFs) for SIB components as a function of the skew angle and various structural parameters. The ratio of the LLDFs for SIBs to those for the same bridges with no skew were then used to formulate SCFs. Live-load (LL) effects in SIB components were then simply obtained by multiplying the SCFs with the results obtained from the readily available LLD formulae in the literature. The comparison of the results with those from structural analyses revealed that using the developed SCFs together with readily available LLD formulae for regular IBs yields reasonably good estimates of LL moment and shear in SIB components. (c) 2017 American Society of Civil Engineers.
机译:在当前的桥梁设计规范中,对于倾斜整体式桥梁(SIB)的组件中的活荷载分配(LLD)不存在规定。因此,在本研究中,为大梁,桥台和SIB桩开发了偏斜校正因子(SCF),以调整易于获得的整体桥(IB)的LLD公式。为此,构建了许多SIB的二维(2D)和三维(3D)结构模型(SM),然后进行分析以计算SIB组件的LLD因子(LLDF)作为偏角和各种函数的函数。结构参数。然后,将SIB的LLDF与没有偏斜的相同桥梁的LLDF的比率用于制定SCF。然后,通过将SCF乘以从文献中容易获得的LLD公式获得的结果,即可简单地获得SIB组件中的活载(LL)效应。将结果与结构分析的结果进行比较后发现,使用发达的SCF以及易于获得的常规IB的LLD公式,可以得出对SIB组件的LL力矩和剪切的合理良好的估计。 (c)2017年美国土木工程师学会。

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