1) Inequiaxial T-Shaped Columns
不等肢T形柱
1.
Calculating Analysis of Ductility of R.C.Inequiaxial T-Shaped Columns;
钢筋砼不等肢T形柱延性的计算分析
2) inequiaxial special-shaped columns
不等肢异形柱
1.
Study of load orientation of the least curvature ductility for RC arbitrarily inequiaxial special-shaped columns;
钢筋混凝土不等肢异形柱截面延性最不利荷载方向的研究
2.
Research on Ductility of Reinforced Concrete Arbitrarily Inequiaxial Special-Shaped Columns;
钢筋砼不等肢异形柱的延性性能分析研究
3) inequiaxial +-shaped columns
不等肢十形异形柱
1.
275 sets of inequiaxial +-shaped columns and 25 sets of equiaxial +-shaped columns are calculated in this paper with the method of a full-range nonlinear analysis;many relevant factors including angles loading,axial force ration,spacing of lateral reinforcement and change of section for the ductility of the inequiaxial +-shaped columns are analyzed and its ductility performance is summarized.
应用该程序对223根不等肢十形异形柱和25根等肢十形异形柱进行了计算分析,研究了荷载角、轴压比、箍筋间距、截面肢长等因素对不等肢十形异形柱截面延性性能的影响,得到了其延性变化规律,并提出了不等肢十形异形柱的轴压比限值。
6) R C T-shaped columns with equal legs
等肢钢筋混凝土T形截面柱
补充资料：Harnack不等式(对偶Harnack不等式)
Harnack不等式(对偶Harnack不等式)
quality (dual Hatnack inequality) Harnack in-
【补注】一直到G的边界的H助nack不等式，见【AZI.l翻..‘不等式(对停H山丸朗k不等不)[ Har.改沁-勺函勺(d切红Hat’I犯‘k如为uaJ卿);rap.姗二p魄HcT助(月加湘oe)] 给出正调和函数的两个值之比u(x)/“(y)的上界和下界估计的一个不等式，由A.Hai，剐火(汇IJ)得到.令u)0是n维E议当d空间的区域G中的一个调和函数;令E。(y)是中心在点y处半径为;的球{x:}x一y!<;}.若闭包万了刃.CG，则对于所有的、“凡(，)，o
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条