Search results for "In-plane"

showing 4 items of 14 documents

Out-of-plane behaviour of unreinforced masonry infill walls: Review of the experimental studies and analysis of the influencing parameters

2021

Abstract Over the last 50 years, research has mainly focused on characterizing the In-Plane behaviour of unreinforced masonry infill walls. Recently, the focus of research has been addressed to understanding Out-of-Plane behaviour, also from the experimental point of view. However, in the experimental campaigns, there is high variability in the geometrical and mechanical properties of URM infill walls and also in the application of Out-of-Plane loads. Therefore, it is important to outline and critically evaluate the major findings obtained by experimental studies and identify research gaps to better understand the differences and the affinity of apparently equivalent tests. In this paper, t…

Out-of-plane strengthbusiness.industryHigh variabilityVertical loadStiffnessBuilding and ConstructionStructural engineeringReviewMasonryOut of planeOut-of-planeExperimental campaignsSettore ICAR/09 - Tecnica Delle CostruzioniUnreinforced masonry infillBucklingArchitectureInfillmedicineIn-plane/out-of-plane interactionUnreinforced masonry buildingmedicine.symptomSafety Risk Reliability and QualitybusinessGeologyCivil and Structural Engineering
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Out-of-Plane Behavior of URM Infill: Accuracy of Available Capacity Models

2022

The aim of this paper is to check the accuracy of analytical capacity models available for the prediction of out-of-plane strength of unreinforced masonry (URM) infill walls. The accuracy of the available models is checked by detailed comparison with the existing experimental results. In doing so, both types of capacity models are evaluated: Type I for the prediction of the strength in the undamaged state, and Type II for the prediction of strength reduction in the in-plane damaged state. Results from the calculations are discussed, and the best among the available models are recommended. Furthermore, the influence of orthotropy of the infill masonry in the out-of-plane capacity predicted b…

Interstorey drift ratio (IDR)Mechanics of MaterialsMechanical EngineeringUnreinforced masonry (URM) infillGeneral Materials ScienceBuilding and ConstructionCapacity models; In-plane (IP) and out-of-plane (OOP) interaction; Interstorey drift ratio (IDR); OOP capacity; Unreinforced masonry (URM) infillCapacity modelsOOP capacityCivil and Structural EngineeringIn-plane (IP) and out-of-plane (OOP) interaction
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IP-OOP interaction in URM infilled frame structures: A new macro-modelling proposal

2020

Abstract Reinforced concrete frame structures with unreinforced masonry (URM) infills represent a common construction practice all over the world. To correctly assess the seismic performance of these structures, prediction of the behaviour of masonry infills under in-plane (IP) and out-of-plane (OOP) loading, as well as their interaction, is of primary importance. Different approaches are available in the literature with different levels of approximation for assessment of the IP-OOP infill response, showing increasing interest in this field. In this context, this paper presents a new macro-element model which can simulate the behaviour of URM infill walls under seismic IP and OOP actions. T…

Object-oriented programmingComputer scienceInfill wallbusiness.industryReliability (computer networking)0211 other engineering and technologies020101 civil engineeringContext (language use)02 engineering and technologyStructural engineeringMasonryIn-plane (IP) and out of plane (OOP) interaction0201 civil engineering021105 building & constructionURM infillInfillMacroUnreinforced masonry buildingbusinessMacro modelCivil and Structural EngineeringEngineering Structures
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Experimental Tests on Typical Masonry of Messina Area (Italy) Retrofitted with CAM: Full Scale Panels

2014

The present paper focuses on an in-situ testing campaign recently developed in the Messina area, Italy, aiming at the assessment of the in-plane shear behaviour of traditional masonry retrofitted with the innovative CAM system (a system of 3D pre-tensioned stainless steel ties). The typical masonry of Messina area, is characterised by low mechanical properties, both for its texture and for the bad quality of mortar, as well as lack of transverse connections. The high seismic risk characterizing the zone, amplifies the need for in-plane strengthening and transverse connections improving. The CAM system, Masonry Active Ties or Manufact Active Confining, allows to realise a 3D pre-tensioned ty…

Masonry In-Plane Shear CAM PanelsSettore ICAR/09 - Tecnica Delle Costruzioni
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