Quantifying life safety Part II: Quantification of fire protection systems |
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Affiliation: | 1. Department of Civil and Environmental Engineering, Carleton University, 1125 Colonel By Drive, Ottawa, ON, Canada K1S 5B6;2. CHM Fire Consultants Ltd., 239 Glebe Avenue, Ottawa, ON, Canada K1S 2C8;1. Pellissippi State Community College, Knoxville, TN 37933-0990, United States;2. Department of Oceanography and Coastal Sciences, Louisiana State University, Baton Rouge, LA 70803, United States;3. 2825 39th Street NW, Washington, DC 20007, United States;1. CSIRO Materials Science and Engineering, PO Box 218, Lindfield, NSW 2070, Australia;2. CSIRO Computational Informatics, 65 Brockway Road, Floreat, WA 6014, Australia;1. Imperial College London, Department of Mechanical Engineering, Exhibition Road, London SW7 2AZ, UK;2. E.ON Technologies (Ratcliffe) Ltd., Technology Centre, Nottingham NG11 0EE, UK;1. Faculty of Biology, Department of Geobotany, University of Freiburg, Schänzlestrasse 1, 79104 Freiburg, Germany;2. Department of Systematic Botany and Functional Biodiversity, University of Leipzig, Johannisallee 21-23, 04103 Leipzig, Germany;3. German Centre for Integrative Biodiversity Research (iDiv) Halle-Jena-Leipzig, Deutscher Platz 5e, 04103 Leipzig, Germany;4. Institute for Landscape Biochemistry, Leibniz Centre for Agricultural Landscape Research (ZALF), Eberswalder Strasse 84, 15374 Müncheberg, Germany;5. Swiss Federal Research Institute for Forest, Snow and Landscape Research WSL, Birmensdorferstr. 111, 8903 Birmensdorf, Switzerland;6. Berlin-Brandenburg Institute of Advanced Biodiversity Research (BBIB), 14195 Berlin, Germany;1. Departamento de Fruticultura y Enología, Facultad de Agronomía e Ingeniería Forestal, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile;2. DATACHEM AgroFood Group, Escuela de Ing. de Alimentos, Pontificia Universidad Católica de Valparaíso, Waddington 716, Playa Ancha, Valparaíso, Chile;3. Tropical Research and Education Center, University of Florida, 18905 S.W. 280 Street, Homestead, FL 33031, USA;4. Facultad Tecnológica, Universidad Santiago de Chile, Obispo Umaña 050, Estación Central, Santiago, Chile;5. Escuela de Ciencias Agrícolas, Universidad Viña del Mar, Agua Santa 7055, Viña del Mar, Chile |
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Abstract: | In part I of the paper, an assembly building was analyzed in order to compute the failure probabilities, and thus the safety level, of current code-compliant buildings. In this second part, various fire protection systems are modeled within the fire and egress simulations in order to quantify their magnitude of impact. Since all fire protection systems can fail to perform as designed on demand, the potential failure along with its probability is accounted for in an event tree analysis. Comparing the resulting failure probabilities of the performance-based analyses with and without fire protection systems yields information about the magnitude of impact of the fire protection systems on the level of safety and hence allows a direct, objective, and quantitative comparison to other systems and designs. Accounting for the cost of the systems, a direct cost–benefit analysis can be conducted. |
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Keywords: | Performance-based design Life safety ASET–RSET Probabilistic risk assessment Event tree Sensitivity analysis |
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