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This paper analyzes the structural behavior of a twelve-storey Cross-Laminated Timber (CLT) building in the context of disproportionate collapse due to the sudden removal of loadbearing walls. The study reveals that the building has a high probability of failure (up to 32%) if not designed to account for such scenarios, necessitating improved structural detailing and redesign of floors to ensure adequate resistance mechanisms. The research emphasizes the importance of connection properties and structural in

Author

nisfibolahenk

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EN