对我国已建的10座拱坝,用多拱梁分载位移法进行了计算和分析.讨论了位移调整向数、拱圈层数以及地基弹性模量对拱坝位移和应力计算的影响.并提出了一些建议.%Based on the calculation and analyses of ten existing arch dams in China using multi-arch beam method, the effects of displacement setting, number of arch rings and elastic modulus of foundation on the displacement and stress of arch dam are analysed, and suggestions for arch dam calculation are put forward.
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