Structural dynamic topology optimization based on dynamic reliability using equivalent static loads

Structural and Multidisciplinary Optimization

Volumn 49, Issue 1, 2014, Pages 121-129

  Li, Ming ^a   Tang, Wencheng ^a   Yuan, Man ^a  

^a SOUTHEAST UNIVERSITY   (China)

Author keywords

Dynamic response optimization; Equivalent static loads; Interval parameters structure; Non probability reliability; Topology optimization

Indexed keywords

DYNAMIC RESPONSE OPTIMIZATION; EQUIVALENT STATIC LOADS; EQUIVALENT STATIC LOADS (ESLS); EQUIVALENT STATIC LOADS METHOD FOR NON LINEAR STATIC RESPONSE STRUCTURAL OPTIMIZATIONS (ESLSO); INTERVAL PARAMETER; NON-PROBABILISTIC RELIABILITY INDICES; NON-PROBABILITY RELIABILITIES; RELIABILITY-BASED TOPOLOGY OPTIMIZATION;

DYNAMIC LOADS; DYNAMIC RESPONSE; OPTIMIZATION; RELIABILITY; SHAPE OPTIMIZATION; STRUCTURAL DYNAMICS;

LOADING;

EID: 84892808305     PISSN: 1615147X     EISSN: 16151488     Source Type: Journal    
DOI: 10.1007/s00158-013-0965-y     Document Type: Article

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