000150187 001__ 150187
000150187 005__ 20250131163449.0
000150187 0247_ $$2doi$$a10.1016/j.jweia.2014.02.008
000150187 0248_ $$2sideral$$a86909
000150187 037__ $$aART-2014-86909
000150187 041__ $$aeng
000150187 100__ $$0(orcid)0000-0003-4278-6622$$aPérez-Bella, J. M.$$uUniversidad de Zaragoza
000150187 245__ $$aProcedure for a detailed territorial assessment of wind-driven rain and driving-rain wind pressure and its implementation to three Spanish regions
000150187 260__ $$c2014
000150187 5060_ $$aAccess copy available to the general public$$fUnrestricted
000150187 5203_ $$aWind-driven rain and the simultaneous action of wind pressure contribute to water penetration into building façades. Therefore, both climatic parameters must be considered in the design of building enclosures to manage the effects of water intrusion. This article presents a procedure for determining both parameters in a geographic area, by combining various data sources. The procedure was implemented in three Spanish regions with different climates (Galicia, Catalonia and Andalusia), by combining precipitation and wind velocity records compiled at 393 weather stations distributed across these regions, using wind maps, and fitting relationships between exposure indices. In comparison to other studies, this procedure allows for data from a relatively large number of locations to be included in the exposure assessment, which can produce a more detailed characterisation across the territory and facilitate the creation of isopleth exposure maps. A risk index of water penetration, which combines the influence of both exposures, was also calculated. The results showed that the exposure of building façades to water penetration was driven by the climate of each zone. Galicia is the most exposed region. Moreover, the Strait of Gibraltar and Gulf of Cadiz in Andalusia and the Cape of Creus in Catalonia are also zones of high exposure.
000150187 536__ $$9info:eu-repo/grantAgreement/ES/MINECO-FEDER/BIA2012-31609
000150187 540__ $$9info:eu-repo/semantics/openAccess$$aby-nc-nd$$uhttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
000150187 590__ $$a1.414$$b2014
000150187 591__ $$aMECHANICS$$b64 / 136 = 0.471$$c2014$$dQ2$$eT2
000150187 591__ $$aENGINEERING, CIVIL$$b35 / 125 = 0.28$$c2014$$dQ2$$eT1
000150187 655_4 $$ainfo:eu-repo/semantics/article$$vinfo:eu-repo/semantics/acceptedVersion
000150187 700__ $$0(orcid)0000-0002-3776-9791$$aDomínguez-Hernández, J.$$uUniversidad de Zaragoza
000150187 700__ $$0(orcid)0000-0001-5137-2478$$aCano-Suñén, E.$$uUniversidad de Zaragoza
000150187 700__ $$adel Coz-Díaz, J. J.
000150187 700__ $$aMartín-Rodríguez, T.
000150187 7102_ $$15004$$2510$$aUniversidad de Zaragoza$$bDpto. Ingeniería Mecánica$$cArea Ingeniería Construcción
000150187 773__ $$g128 (2014), 76-89$$pJ. wind eng. ind. aerodyn.$$tJOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS$$x0167-6105
000150187 8564_ $$s6386883$$uhttps://zaguan.unizar.es/record/150187/files/texto_completo.pdf$$yPostprint
000150187 8564_ $$s1659651$$uhttps://zaguan.unizar.es/record/150187/files/texto_completo.jpg?subformat=icon$$xicon$$yPostprint
000150187 909CO $$ooai:zaguan.unizar.es:150187$$particulos$$pdriver
000150187 951__ $$a2025-01-31-16:01:13
000150187 980__ $$aARTICLE