“…Performance-based design (PBD) has been widely accepted as a rational way of assessing risks to engineered facilities subjected to natural hazards (Porter, 2003). Over the past decade, significant research efforts have been placed on the development of frameworks for the performance-based assessment of wind-excited buildings (Ciampoli et al, 2011;Smith and Caracoglia, 2011;Petrini and Ciampoli, 2012;Barbato et al, 2013;Bernardini et al, 2015;Pita et al, 2016;Chuang and Spence, 2017;Cui and Caracoglia, 2018;Ierimonti et al, 2019;Micheli et al, 2019;Ouyang and Spence, 2019;Cui and Caracoglia, 2020;Ouyang and Spence, 2020;Ouyang and Spence, 2021). Most frameworks developed to date assess damage and loss to the building system based on demands estimated exclusively from the structural response (e.g., peak interstory drifts, accelerations) notwithstanding how a significant portion of envelope damage is generated from local dynamic wind pressure.…”