Conference Papers
Buildings susceptible to blast load threats are required to undergo deformations much larger than those expected for conventional loading. The deformation of individual building components is typically calculated using non-linear single degree of freedom (SDOF) analyses. These deformations are compared to published response limits to quantify the expected level of blast damage. Currently, no such limits exist for load-bearing prestressed concrete wall panels.
As the biofuels industry continues to expand in support of global decarbonization mandates and objectives, facility owners and developers are being challenged to balance production efficiency, operational reliability, and personnel safety.
As high hazard facilities, biofuels sites should focus on developing a fire protections strategy informed by performance-based analysis so strategies implemented meet the unique challenges found at each facility.
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