000132412 001__ 132412
000132412 005__ 20240705134156.0
000132412 0247_ $$2doi$$a10.1016/j.buildenv.2023.111083
000132412 0248_ $$2sideral$$a137560
000132412 037__ $$aART-2024-137560
000132412 041__ $$aeng
000132412 100__ $$0(orcid)0000-0003-4278-6622$$aPérez-Bella, José M.$$uUniversidad de Zaragoza
000132412 245__ $$aClosing the gap between traditional wind-driven rain studies and the performance-based design of building façades: Case study of the Netherlands
000132412 260__ $$c2024
000132412 5060_ $$aAccess copy available to the general public$$fUnrestricted
000132412 5203_ $$aOver the last few decades, analyses of wind-driven rain exposure on building façades have been conducted in multiple regions. Sometimes, these studies also included the driving rain wind pressure, thereby characterising both critical factors contributing to rainwater penetration into façade materials. However, practitioners typically rely on performance results obtained from standardised watertightness tests to make façade design decisions, even though these tests do not recreate the specific exposure combinations that can occur on each façade. Consequently, there is no quantitative correlation between the traditionally identified exposures and actual façade designs, resulting in pure qualitative choices and poorly optimised designs. This study addresses this issue by correcting the existing methodological deficiencies in a prior calculation procedure, which aims to relate the exposure parameters that the façade configuration withstood during any watertightness test to the expected climate exposures at its design operating conditions. New contributions are presented to enhance the method reliability as well as to reduce calculation effort and reliance on exhaustive weather data. The various climate parameters required to establish this relationship were analysed and tabulated for the Netherlands, enabling a truly performance-based design of façades to resist rainwater penetration throughout the country. Different methods of implementing this procedure, according to the availability of weather data, were also compared for façade case studies located in Amsterdam and Maastricht.
000132412 536__ $$9info:eu-repo/grantAgreement/ES/MICINN/PID2021-122203OB-I00
000132412 540__ $$9info:eu-repo/semantics/openAccess$$aby-nc-nd$$uhttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
000132412 655_4 $$ainfo:eu-repo/semantics/article$$vinfo:eu-repo/semantics/publishedVersion
000132412 700__ $$0(orcid)0000-0002-3776-9791$$aDomínguez-Hernández, Javier$$uUniversidad de Zaragoza
000132412 700__ $$0(orcid)0000-0002-5585-2126$$aLópez-Julián, Pedro L.$$uUniversidad de Zaragoza
000132412 700__ $$0(orcid)0000-0002-1342-8482$$aSalesa-Bordabana, Ángel
000132412 700__ $$0(orcid)0000-0001-5634-9357$$aOrna-Carmona, Martín
000132412 7102_ $$15004$$2510$$aUniversidad de Zaragoza$$bDpto. Ingeniería Mecánica$$cArea Ingeniería Construcción
000132412 7102_ $$12000$$2428$$aUniversidad de Zaragoza$$bDpto. Ciencias de la Tierra$$cÁrea Geodinámica Interna
000132412 773__ $$g248 (2024), 111083 [11 pp.]$$pBuild. environ.$$tBuilding and Environment$$x0360-1323
000132412 8564_ $$s1800235$$uhttps://zaguan.unizar.es/record/132412/files/texto_completo.pdf$$yVersión publicada
000132412 8564_ $$s2585647$$uhttps://zaguan.unizar.es/record/132412/files/texto_completo.jpg?subformat=icon$$xicon$$yVersión publicada
000132412 909CO $$ooai:zaguan.unizar.es:132412$$particulos$$pdriver
000132412 951__ $$a2024-07-05-12:49:50
000132412 980__ $$aARTICLE