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往复荷载作用下型钢构件耗能特性分析

Analysis of Energy Dissipation Characteristics of Steel Members Under Cyclic Loading

  • 摘要: 选取方形、H形和C形这3种截面形式的形钢构件,考虑截面形式、长细比、两端约束等条件,模拟分析了循环荷载下钢构件的力-位移曲线和单圈耗能量等参数,对比具有不同属性钢构件的屈曲性能和滞回特性。结果表明,截面形式对构件的耗能水平影响最大,H形截面构件滞回性能最好,C形截面构件其次,方形截面构件最差;构件的耗能水平受长细比影响较大,构件的单圈耗能水平随长细比的增大逐渐减小;约束条件对构件耗能水平影响最小,端部固-固约束和固-铰约束条件下构件的耗能量相近。

     

    Abstract: In this paper, three kinds of shaped steel components with square, H-shape, and C-shape cross-sections are selected. The force-displacement curves and single-turn energy consumption of steel components under cyclic loading are simulated and analysed considering the conditions of the cross-section form, slenderness ratio, and constraints at both ends. The buckling and hysteresis characteristics of the steel components with different attributes are compared. The results indicate that the cross-section form has significant impacts on the energy dissipation of steel components. Among the shapes studied, H-shaped steel components exhibit the best hysteresis performance, followed by C-shaped steel components, with square steel components showing the lowest performance. The slenderness ratio also plays a crucial role in energy dissipation, with a decrease in one-turn energy dissipation as the slenderness ratio increases. Additionally, the type of constraint has the least impact on energy dissipation, as the energy dissipation levels are similar for fixed and hinged constraints. The constraint conditions have the least effect on the energy dissipation level of the members.

     

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