Applied Mechanics and Materials · 2013 · 30 citations · 1 references
EngineeringArchitectural EngineeringCivil EngineeringBuilding StructuresFacade DesignStructural EngineeringArchitectural ReconstructionBuilding ConstructionBuilding DesignMedieval ArchitectureStructural Behavior Of FacadesStructural StabilizationCollapseFacade Failure MechanismsHistoric Building AnalysisReinforcementSafety InterventionsStructural Collapse SafetyTemporary Structure SafetyTown Walls
In the paper are discussed the likely causes of the collapse and the temporary safety features adopted to secure a collapsed portion of the Historic Walls of the city of Pistoia (Italy). The walls of medieval origin, affected by various subsequent modifications and alterations, have been subjected to a sudden collapse, after a period of heavy rain, for a length of about 25 meters. Hereby are described the probable causes of the collapse, due to a poor quality of the walls (external façades with external layer made up of river pebbles and inner filling material in-coherent), height of building is not modest (approximately eleven meters), a significant differential in height between the two faces (about four meters) and a not unlikely rotation of the base. It is proposed a technique of temporary reinforcement with a system of steel tie-beams and braces with a view to the work of reconstruction of the partially collapsed and consolidation of the lateral parts of wall.
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Mauro Sassu, Marco Andreini, Claudia Casapulla et al. · International Journal of Architectural Heritage · 2012 · 34 citations