Tornado fragility and risk assessment of an archetype masonry school building. (1st December 2016)

• Record Type: Journal Article
• Authors: Masoomi, Hassan; van de Lindt, John W.
• Is Part Of: Engineering structures. Volume 128(2016:Dec. 01)
• Page Start: 26
• Page End: 43
• Publication Date: 2016-12-01
• Subjects: Tornado -- Risk assessment -- Fragility -- Masonry -- School building -- Hazard curve; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.09.030
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Proposed two approach for developing tornado fragilities. Development of damage states for wind loading on masonry school buildings. Proposed a formula for tornado hazard modeling to be used in risk analysis. Availability of system level tornado fragilities for use in community risk modeling. Abstract: Tornadoes are a low-occurrence high-consequence hazard and not only threaten the life safety of building occupants but have recently resulted in billions of dollars in direct and indirect damages for single events. Design codes do not consider tornado loads for building and other structures (with the exception of nuclear facilities) because the occurrence rate has historically been considered too low. The advent of performance-based seismic design has revolutionized the engineering thought process and as a result building owners can consider performance objectives that enable a building to perform better in an extreme hazard than observed with current design code. In this paper, the performance of a masonry school building subjected to tornado wind loads is investigated using a fragility methodology. The tornado fragility assessment methodology is described along with proposed damage states for consideration in loss estimation. An array of masonry material types are considered based on the Masonry Standards Joint Committee (MSJC) code to enable applicability of the fragilities developed herein for a range of designs throughout the United States.