Statistical parameters of the permanent actions in building
DOI:
https://doi.org/10.3989/ic.67500Keywords:
building, actions, probabilism, statistical parameters, structural reliabilityAbstract
The Codes of actions that specify the actions of own weight and permanent loads acting on the building structural floors give values that have a character of average actions and as such are adopted in the project of structures. However, in order to perform structural reliability analysis or probabilistic safety analysis, it is also necessary to know the coefficient of variation or the standard deviation values. In the present article a guideline is suggested to determine these parameters and values are proposed for the most commonly used solutions of unidirectional floor structural system, floorings and partitions used in buildings.
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(1) CEN (2002): Eurocódigo 1 (EC-1): EN 1991-1-1. Actions on structures-Part 1-1: General actions-Densities, self-weight, imposed loads for buildings. Comité Europeo de Normalización.
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(3) International Code Council (ICC) (2017): International Building Code (IBC). ICC. Illinois. USA.
(4) Ministerio de Fomento (2008): Instrucción Española de Hormigón Estructural (EHE-08). Secretaria General Técnica del Ministerio de Fomento. Madrid. 2008.
(5) CEN (2004): Eurocódigo 2 (EC-2): EN 1992-1-1. Design of concrete structures-Part 1-1: General rules and rules for buildings. Comité Europeo de Normalización.
(6) FIB (2013): Model Code for concrete structures 2010. Federation International du Beton. Lausanne. Ernst Sohn. https://doi.org/10.1002/9783433604090
(7) ACI (2014): ACI 318-14 Building code requirements for structural concrete. American Concrete Institute. USA.
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