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A two-step approach for joint damage diagnosis of framed structures using artificial neural networks
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  • A two-step approach for joint damage diagnosis of framed structures using artificial neural networks
  • A two-step approach for joint damage diagnosis of framed structures using artificial neural networks
저자명
Qu. W.L.,Chen. W.,Xiao. Y.Q.
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2003년|16권 5호|pp.581-595 (15 pages)
발행정보
테크노프레스
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정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

Since the conventional direct approaches are hard to be applied for damage diagnosis of complex large-scale structures, a two-step approach for diagnosing the joint damage of framed structures is presented in this paper by using artificial neural networks. The first step is to judge the damaged areas of a structure, which is divided into several sub-areas, using probabilistic neural networks with natural Frequencies Shift Ratio inputs. The next step is to diagnose the exact damage locations and extents by using the Radial Basis Function (RBF) neural network with the second Element End Strain Mode of the damaged sub-area input. The results of numerical simulation show that the proposed approach could diagnose the joint damage of framed structures induced by earthquake action effectively and has reliable anti-jamming abilities.