偏心载荷
偏心载荷
对比结果表明,杆板组合有限元模型能有效合理地简化偏心受载的加筋板结构。
It was also observed that the load eccentricity ratio has little influence on the strength loss ratio.荷载偏心率则对火灾后构件承载力的损失率影响不大。
The test results indicated that both of the load eccentricity ratio and the material parameters affected the carrying capacity of CFST columns under eccentric load.试验结果表明,材料参数和偏心率对钢管混凝土偏压构件受力性能与承载力均有影响。