这是与传统局部变形不一样的。

It is different from traditional local deformation.

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同时用时程分析方法，计算分析了T型、L型平面非规则布置房屋结构的扭转和局部变形的关系。

Meanwhile, by temporal analysis method, the author calculates the relationship between T-type and L-type torsion and local deformation of plane irregular house structure arrangement.

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结果表明，桥梁局部变形失稳是影响整体极限承载力的重要因素。

The result shows that the main factors affecting the ultimate capacity are the local deformation and instability of the bridge.

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