Load-carrying capacity of lipped H-section members under axial load 卷边翼缘工形截面构件在轴心压力作用下的稳定承载力研究
Web crippling is the main reason to result in the lost of the ultimate load-carrying capacity of cold-formed thin walled members. 腹板压屈是冷弯薄壁钢构件在横向集中荷载或支承反力作用下所发生的一种局部屈曲形式,也是导致其承载力丧失的主要原因。
Load-carrying Capacity Calculating Method for Unreinforced Masonry Members 无筋砌体构件承载力计算
The cable-stayed bridge girder is one of the key load-carrying members and its elevation and cross-section form directly influence the stresses, traveled condition and economic performance of the whole system, so its structure form and security are very important. 斜拉桥的主梁是斜拉桥的主要承重构件之一,主梁的立面和断面构造型式,对整个体系的受力性能、行车条件、经济效益等都有直接的影响。
According to hysteretic curves, skeleton curves, ultimate load-carrying capacity, ductility coefficient, energy dissipation coefficient etc. calculated by ANSYS. The influence of some parameters like slenderness ratios, diameter-to-thickness ratios, and axial compression ratios on the hysteretic behavior of members has been investigated. 通过对构件滞回曲线、骨架曲线、极限承载力、延性系数及能量耗散系数的分析,探讨了长细比、径厚比、轴压比等参数对构件滞回性能的影响以及一些建议取值。
Then, this paper made deeply research on load-carrying capacity of sleeved members. 其次,对套管构件的轴压承载力做了深入研究。
It may become the dominating buckling mode and control the ultimate load-carrying capacity of members in some conditions. 在一定条件下,畸变屈曲可能成为居主导地位的屈曲模式,并对构件的极限承载力起到决定性的作用。