钢框-组合结构桁架节点的力学性能分析

Mechanical performance analysis of steel frame truss joint composite structure

构建钢框-组合结构桁架节点力学模型,除考虑水平作用、还考虑了桁架沿高度方向以及承受自重强化数据计算结果,依托动力方程来检测钢框-组合结构桁架节点的力学性能。实验表明本文方法比传统方法对钢框-组合结构桁架节点力学性能分析稳定性更高。

The mechanical model of steel frame truss joint composite structure is constructed,which not only considers the horizontal action,but also considers the truss along the height direction and the calculation results of self weight strengthening data.The mechanical properties of steel frame truss joint composite structure are tested by dynamic equation.The experimental results show that the proposed method is more stable than the traditional method.