Nuclear Power - System Simulations and Operation 2011
DOI: 10.5772/20592
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Non-Linear Design Evaluation of Class 1-3 Nuclear Power Piping

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“…If the structural analysis is non-linear, as inZeng et al (2011), modal analysis is no longer valid and Collapse-Load analysis, together with non-linear Transient analysis, is required. .…”
mentioning
confidence: 99%
“…If the structural analysis is non-linear, as inZeng et al (2011), modal analysis is no longer valid and Collapse-Load analysis, together with non-linear Transient analysis, is required. .…”
mentioning
confidence: 99%