The result indicates, rod-plate finite element model are effectiveness and rational to model the stiffened-panel structure under eccentricityload.
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。
2
It was also observed that the loadeccentricity 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。
3
The test results indicated that both of the loadeccentricity ratio and the material parameters affected the carrying capacity of CFST columns under eccentric load.