欢迎来到天天文库
浏览记录
ID:33816843
大小:3.13 MB
页数:66页
时间:2019-03-01
《弹性结构损伤识别模态应变能法分析》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、Besidesithasgoodapplicabilityandhighsensitivityreleativetoothermethods.Keywords:Damagedetection,Modalstrainenergymethod,Eelasticstructure,VibrationcharacteristicsIII万方数据1.........................................................................................................
2、...................11.1æç.....................................................................................................................................................11.1.1è⚪ᩭë.................................................................................................
3、.................................11.1.2Ẇ¦..................................................................................................................................11.2ìḄᑖí................................................................................................
4、.......................21.2.1îy.....................................................................................................................31.2.2᪀☟ðᦪ...................................................................................................41.2.3᪀
5、Añðᦪ...................................................................................................51.3©òAḄẆóô.....................................................................................................51.3.1©õᨵ⚣᳛Ḅ...........................................
6、............................................................51.3.2©òøḄ................................................................................................................61.3.3©òøù᳛Ḅ...............................................................................
7、........................71.3.4©úûñᔣüḄ...................................................................................................71.3.5©ýþḄ................................................................................................................81.3.6©⚣ÿᦪḄ
8、................................
此文档下载收益归作者所有