Modified forms of transom conditions are presented and one of them appears to be more effective and stable in the numerical implementation of transom conditions. 給出了方尾條件的若干改進(jìn)形式，其中一種在數值實(shí)現方尾條件時(shí)顯得更加有效和穩定。
In this equation, the multiaxial effect of concrete material is reflected under complicated load condition.Simple form is easy to numerical implementation. 該方程反映了混凝土材料在復雜荷載作用下的多軸效應，形式簡(jiǎn)單便于數值實(shí)現。
