Dual none-linearity finite element method is used to analysis the whole behavior and ultimate load-carrying capacity in plane of Dongguan Shuidao Bridge.
采用双重非线性方法，分析了东莞水道特大桥结构受力全过程和面内极限承载力。
The RC structures can be strengthened effectively by using of a bonded CFRP or steel plate so that its load bearing capacity can be increased and its behavior carrying load improved.
体外粘贴碳纤维板（CFRP）或钢板可有效地加固钢筋混凝土结构，使其承载力提高，受力性能改善。
It has many advantages such as good earthquake resistant behavior, high load-carrying capacity, good resistance to fire and durability.
它具有抗震性能好、承载力高，耐火性和耐久性好等优点。
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