Juan Jose Montoya Duque
Structural Reliability of Reinforced Concrete Frames Under Column Removal Scenarios.
Rel. Diego Gino, Elena Miceli. Politecnico di Torino, Corso di laurea magistrale in Ingegneria Civile, 2025
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Abstract
Structural robustness has been a topic of particular interest, especially after two significant events: the partial collapse of the Ronan Point building in London and the attack on the World Trade Center in New York. These incidents led to an evaluation of the capacity of structures to withstand partial failures that could lead to progressive collapse. International standards, such as the Eurocode and ISO, have developed strategies to enhance structural resistance and reduce the risk of progressive collapse. To evaluate the robustness of a building in a quantitative way, methods such as the "stiffness-based measure" and "energy-based measure" have emerged. These approaches assign a robustness value to the structure, with the goal of determining structural reliability, where probabilistic methods are commonly applied.
A practical approach to evaluate structural robustness is the Pushdown Analysis
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