吉林大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (6): 1858-1866.doi: 10.13229/j.cnki.jdxbgxb201606014
赵云鹏1, 2, 于天来1, 焦峪波3, 宫亚峰3, 宋刚3
ZHAO Yun-peng1, 2, YU Tian-lai1, JIAO Yu-bo3, GONG Ya-feng3, SONG Gang3
摘要: 针对现有异形桥梁结构损伤识别方法的局限性和参数影响的不确定性,本文首先详细分析了损伤程度、传感器数量和模态阶次等参数对损伤识别指标(振型差、模态曲率差、模态柔度差及其曲率)的影响效果,确定将模态柔度差曲率作为识别指标。其次,提出异形桥梁两阶段损伤识别方法,在采用模态柔度差曲率实现损伤定位基础上,基于遗传算法优化支持向量机对损伤程度进行准确识别。损伤识别结果验证了该方法的有效性和准确性。
中图分类号:
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