Influence of fireproof damage on structural performance of post-installed anchor joint subjected to post-earthquake fire

Robust multi-objective optimization of safety barriers performance parameters for NaTech scenarios risk assessment and management

“… Passive barriers: the impact of the earthquake on PFP can cause cracking of the fireproof layer [31], which degrades its performance and can lead to complete failure. Therefore, 𝜙 can be improved with an increase of its thickness, leading to 𝐵 = 6 • 10 € [32].…”