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What is Nonlinear Analysis of RC Buildings Collapse about?

The document presents a study on finite element modeling for the nonlinear analysis of a five-story multi-bay reinforced concrete building subjected to progressive collapse due to the removal of a primary column. Three different mathematical models were analyzed using LS-DYNA, comparing results with popular commercial programs like SAP2000. The findings emphasize the importance of structural integrity and alternative load paths in mitigating the effects of progressive collapse.

Author

Pratik Patra

Language

EN