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Volumn 25, Issue 3, 2011, Pages 1011-1027

Identifying and quantifying structural nonlinearities in engineering applications from measured frequency response functions

Author keywords

Experimental; Nonlinear identification; Nonlinear modal analysis; Nonlinear modal testing

Indexed keywords

ANALYSIS METHOD; CRITICAL STRUCTURES; DISPLACEMENT RESPONSE; DYNAMIC LOADINGS; ENGINEERING APPLICATIONS; ENGINEERING STRUCTURES; EXPERIMENTAL; FREQUENCY RESPONSE FUNCTIONS; GENERAL METHODOLOGIES; LINEAR REGIME; LINEARISATION; MODAL LOSS FACTORS; NON-LINEAR PARAMETERS; NONLINEAR IDENTIFICATIONS; NONLINEAR MODAL ANALYSIS; NONLINEAR MODAL TESTING; NUMERICAL MODELS; NUMERICAL SIMULATION; PRACTICAL IMPLEMENTATION; SIMPLE METHOD; SINGLE-DEGREE-OF-FREEDOM; STRUCTURAL NONLINEARITIES; TEST STRUCTURE; VIBRATION DATA; VIBRATION RESPONSE; VIBRATION TESTING;

EID: 79951581172     PISSN: 08883270     EISSN: 10961216     Source Type: Journal    
DOI: 10.1016/j.ymssp.2010.09.011     Document Type: Article
Times cited : (106)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.