摘要
对已有的正方形单元十字构架模式作了修正,推导了矩形单元十字构架模式的特性参数,并通过算例验证了它们的收敛性质.
The existing square element cross framework pattern is modified.The characteristic parameters of the rectangular element cross framework pattern are derived.And by means of calculation examples,their convergence characters are verified.
出处
《武汉水利电力大学学报》
CSCD
1999年第1期80-82,共3页
Engineering Journal of Wuhan University