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The ANSYS nonlinear finite element method (NLFEM) is employed for the progressive hull collapse analysis.
Collapse analysis and design for robustness require information on ultimate or failure surface of sections.
In progressive collapse analysis, event-independent column loss is commonly used as a design scenario.
NFEM results are compared with the IACS CSR progressive collapse analysis (PCA) method.
This paper presents the dynamic time history disproportionate collapse analysis of steel frames, including various levels of wind loading.
The three conditions include plastic collapse analysis, static averaged fracture toughness analysis, and dynamic "good wall" fracture toughness analysis.
The alternate load path method is a convenient, "threat-independent" method used in progressive collapse analysis and design.
Finally, implications of the derived formulations pertinent to the progressive collapse analysis methods based on the Smith's approach are discussed.
The numerical procedure has been applied to carry out the plastic collapse analysis of defective pipelines under multi-loading systems.
A macromodel-based approach to enable post-event progressive collapse analysis of reinforced concrete (RC) frame wall structures is investigated.
Utilizing nonlinear collapse analysis with shell finite element models, and existing testing, alternatives to current design methods are explored.
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