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拱脚水平弹性支承拱的屈曲分析
引用本文:童根树,朱兴海,皮永林.拱脚水平弹性支承拱的屈曲分析[J].工业建筑,2013,43(4).
作者姓名:童根树  朱兴海  皮永林
作者单位:1. 浙江大学高性能材料与结构研究所,杭州,310058
2. 华汇工程设计集团有限公司,浙江绍兴,312000
3. 澳大利亚新南威尔士大学土木与环境工程学院,NSW,2052 Australia
摘    要:研究拱脚水平方向弹性支承拱的屈曲,提供弹性支承拱在3种荷载下的线性分析结果,分析拱的对称屈曲和反对称屈曲,得到对称屈曲和反对称屈曲的分界。最后提出临界轴力的计算公式及设计建议。

关 键 词:  屈曲  线性分析  弹性支承  轴力

BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES
Abstract:It was studied the bucklings of horizontally elastically supported arches,and the linear analytic results of the horizontally elastically-supported arches under three loads were also presented.The symmetrical and antisym-metrical bucklings of such arches were analyzed,and a demarcation between the symmetrical buckling and antisymmetrical one was got.The formula for calculating the critical axial force as well as the recommendations on design were put forward.
Keywords:arch  buckling  linear analysis  elastic support  axial force
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