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    Por favor, use este identificador para citar o enlazar este ítem:https://uvadoc.uva.es/handle/10324/68288

    Título
    Design of an instant vibration-based warning system and Its operation during relocation works of historic facades
    Autor
    Lorenzana Ibán, AntolínAutoridad UVA Orcid
    Villacorta Calvo, Juan JoséAutoridad UVA Orcid
    Magdaleno González, ÁlvaroAutoridad UVA Orcid
    Val Puente, Lara delAutoridad UVA Orcid
    Izquierdo Fuente, AlbertoAutoridad UVA Orcid
    Año del Documento
    2024
    Editorial
    MDPI
    Descripción
    Producción Científica
    Documento Fuente
    Buildings, 2024, Vol. 14, Nº. 7, 1889
    Abstract
    Preserved listed building facades may require large-scale and highly technical work when the supporting building structure is at serious risk of collapse. Such is the case described in this paper, where vast facades must be cut into large panels up to 200 m2 and 150 t in weight and carefully laid on the ground. Various engineering works must be carried out to ensure the structural integrity of the panels to be safeguarded. Each panel must be reinforced by a temporary lattice steel structure prior to the disengagement from the supporting building frame. The operations require the use of cutting tools, hitting demolition machines and heavy cranes, which can induce potentially damaging vibrations that should be monitored and processed so that workers can be alerted in real time if certain thresholds are exceeded so that they can proceed more carefully. The paper describes the specifically designed monitoring system, its electronic parts, how they operate and how the data are processed and displayed. The monitoring system, once verified in laboratory tests, is applied to the detachment and overturning activities of a representative full-scale panel, tracking vibration levels and tilting rates. After days of operation and visual observation, it is possible to correlate vibration levels with incipient damage, establishing that peaks below 0.5 m/s2 or RMS values of 0.05 m/s2 are permissible, but that above 1.0 m/s2 or 0.3 m/s2, respectively, activities should be halted. The proposed system has proven to be useful for the intended purposes, making it possible to know the acceptable thresholds and trigger the necessary alarms in real time for the successful course of the work.
    Materias (normalizadas)
    Cultural property - Protection
    Bienes culturales - Protección
    Buildings - Repair and reconstruction
    Edificios - Reparación y reconstrucción
    Historic buildings - Conservation and restoration
    Monumentos históricos - Conservación y restauración
    Deconstruction
    Deconstrucción
    Structural health monitoring
    Construction industry -- Safety measures
    Construcción - Seguridad - Medidas
    Vibration
    Shock (Mechanics)
    Colisiones (Física)
    Cultural heritage
    Patrimonio cultural
    Facades - Design and construction
    Fachadas - Diseño y construcción
    Materias Unesco
    2201.11 Vibraciones
    5312.03 Construcción
    3305 Tecnología de la Construcción
    ISSN
    2075-5309
    Revisión por pares
    SI
    DOI
    10.3390/buildings14071889
    Patrocinador
    Ministerio de Ciencia, Innovación y Universidades/Agencia Estatal de Investigación (AEI)/10.13039/501100011033 y Fondo Europeo de Desarrollo Regional (FEDER) - (grant PID2022-140117NB-I00)
    Version del Editor
    https://www.mdpi.com/2075-5309/14/7/1889
    Propietario de los Derechos
    © 2024 The authors
    Idioma
    eng
    URI
    https://uvadoc.uva.es/handle/10324/68288
    Tipo de versión
    info:eu-repo/semantics/publishedVersion
    Derechos
    openAccess
    Aparece en las colecciones
    • ITAP - Artículos de revista [53]
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    Universidad de Valladolid

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