On the foundation of experimental study and academic analyze, offer advice to aseismatic design of planted bar according to the rule of load-bearing capacity diversification.
在试验研究和理论分析的基础上，根据承载力变化规律，为植筋抗震设计提供了建议。
The results analyzed by FEM indicate that the total aseismatic and bearing capacity of the building are great improved.
对加固后的建筑实际受力情况分析结果表明，达到了改善大楼总体结构性能的目的。
应用推荐