示。由图可以看出，分析的变形梁的变形曲线跟实验所得结果非常吻合。
根据模型A分析结果表明预示钢筋屈服的塑性铰只有两个，四个没有上部配筋的截面，到达屈服极限而开裂。图10给出了所有的塑性铰及开裂位置。
7
f土木工程专业英语复习参考
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KeywordsProgressivecollapseLoadredistributio
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8
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