Real response to the true shear capacity of bridge piers, this test belongs to destructive testing.
为了真实反应桥墩的抗剪能力，本文试验实际为破坏性试验。
The element models which had been used commonly to analyse the ultimate bearing capacity of bridge structures were summarized.
归纳分析了桥梁结构极限承载力分析中常用的数值单元模式。
The test carrying out before and after strengthening shows the method is effective for enhancing integral rigidity and capacity of bridge.
加固前和加固后的荷载试验表明，采用这种加固方案提高了桥的整体刚度和承载力，达到了预期的效果。
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