3) 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
4) T"shape RC column with broad-limb
宽肢T形钢筋混凝土柱
5) 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。
补充资料：异形断面钢材(见异形断面型材)
异形断面钢材(见异形断面型材)
special section steel
，一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
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