摘要
应用加补充项的富里叶级数理论 ,对双参数弹性地基环扇形板的弯曲问题 ,提出了一种应用范围比较广的、便于计算的、解析形式的解法 。
In this paper a solution in the form of Fourier-Bessel double series with supplementary terms is proposed to analyse bending problems of thin elastic annular sector plate resting on two-parameter foundation. This new solution is suitable to a wider range、 converient for calculation and it is in an analytical form. Thus the applied range of the Fourier series method with supplementary terms is extended.
出处
《北京建筑工程学院学报》
2004年第1期57-60,共4页
Journal of Beijing Institute of Civil Engineering and Architecture
基金
北京建筑工程学院基础科学基金资助
关键词
双参数地基
环扇形板
解析解
弹性地基
富里叶级数法
two-parameter foundation
annular sector plate
analytical solution
supplementary terms
