Search results for "Retrofit"

showing 10 items of 132 documents

Frictional effects in structural behavior of no-end-connected steel-jacketed RC columns: Experimental results and new approaches to model numerical a…

2017

Steel jacketing of reinforced concrete (RC) columns is a common retrofitting technique used to restore bearing and deformation capacity of buildings presenting structural deficiencies. For practical reasons, steel angles are in several cases arranged leaving a gap with the end beams or slabs. Despite this disconnection, the angles are still able to support a non-negligible portion of load because of the frictional forces developed along the column-angle contact interface. In these cases, the definition of computational numerical and analytical models for the assessment of reinforced cross sections becomes more complex and must be handled with care. The actual load-carrying capacity of the a…

EngineeringFriction0211 other engineering and technologies020101 civil engineeringFiber-section02 engineering and technology0201 civil engineeringlaw.inventionOpenSeeslaw021105 building & constructionRetrofittingGeneral Materials ScienceGeotechnical engineeringMechanics of MaterialDomainOpenSeeCivil and Structural EngineeringSteel jacketing; Confinement; OpenSees; Friction; Cohesion; Fiber-section; Domains; Special design issuesBearing (mechanical)business.industryOpenSeesMechanical EngineeringSteel jacketingStructural engineeringBuilding and ConstructionReinforced concreteStrength of materialsRc columnsSettore ICAR/09 - Tecnica Delle CostruzioniSpecial design issueMechanics of MaterialsDomainsCohesionMaterials Science (all)Deformation (engineering)businessSpecial design issuesConfinement
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Case study: developing campus spaces through co-creation

2016

ABSTRACTHigher education institutions are designed to support their core processes – learning, teaching, research, and societal impact. In order for university facilities to support these activities, it is crucial to determine together with the users what these activities are and how they are supposed to be developed in the future. This article examines the relationship between user needs and the service level in construction projects through a case study where a university cafeteria was renovated using a participatory design (PD) method called charrette. The aim of this case study was to study the effects of collaborative ways of working when applied to a space retrofit project, and how th…

EngineeringKnowledge managementcollaborative designcampus retrofit0211 other engineering and technologies02 engineering and technologySpace (commercial competition)charretteParticipatory design021105 building & constructionArchitectureCo-creationta516business.industry05 social sciences050301 educationSocietal impact of nanotechnologyBuilding and ConstructionGeneral Business Management and Accountinglearning spaceOrder (business)Service levelCharrettevalue-in-usebusiness0503 educationUse valueco-creationArchitectural Engineering and Design Management
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Upwards - Vertical extensions of masonry built heritage for sustainable and antifragile urban densification

2021

Abstract Urban densification represents one of the biggest universal challenges of contemporary cities: the increase of urban population requires new spaces to accommodate the growing demand for housing, working and tertiary activities. However, the land available for new constructions in highly urbanized areas is very limited. In this framework, the vertical extension of existing buildings is the most sustainable strategy and fascinating. Masonry structures , constituting a major part of the built stock in the historical city centres of several European countries, are particularly suitable for vertical addition of extra-floors, since they generally exhibit an adequate overstrength for bear…

EngineeringPopulation0211 other engineering and technologies02 engineering and technologyCivil engineeringlaw.inventionlaw021105 building & constructionArchitecture021108 energySafety Risk Reliability and QualityeducationStock (geology)Civil and Structural Engineeringeducation.field_of_studyBearing (mechanical)Seismic retrofitVertical additionsSustainable strategybusiness.industryMasonry buildingsSeismic isolationBuilding and ConstructionMasonryMasonry buildingUrban densificationMechanics of MaterialsIsolation systemSeismic retrofitBuilt heritagebusinessJournal of Building Engineering
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Concrete softening effects on the axial capacity of RC jacketed circular columns

2016

Abstract Among the different strengthening techniques to repair RC structures, reinforced concrete (RC) jacketing is one of the most commonly adopted, especially for columns. Its wide application is due to its easy application and relatively reduced cost with respect to other methods (e.g. FRP wrapping, Shape Memory Alloy active confinement). The target of RC jacketing is to increase axial, flexural capacity and ductility of weak existing members by means of two main effects: confinement action provided by the jacket and composite action between external jacket and inner concrete. Different theoretical studies have been carried out to calculate the strength enhancement due to confinement ac…

EngineeringRC jacketingbusiness.industryConstitutive equationLinear elasticity0211 other engineering and technologies020101 civil engineering02 engineering and technologyStructural engineeringShape-memory alloyFibre-reinforced plastic0201 civil engineeringRetrofitSofteningSettore ICAR/09 - Tecnica Delle CostruzioniFlexural strength021105 building & constructionUltimate tensile strengthComposite materialbusinessDuctilityPlane stressConfinementCivil and Structural Engineering
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Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation

2021

Masonry buildings constitute a significant portion of the architectural heritage all over the world, also in regions affected by a high seismic hazard. Since this constructional material is character-ized by lack of tensile strength, as well as small deformation capacity, masonry structures could result hugely damaged if shaken by seismic forces. In order to avoid collapses and reduce struc-tural damage, innovative retrofitting interventions are necessary to improve the seismic behavior of masonry structures. In this context, steel-based techniques could be considered among the most suitable solutions. In fact, by using such a high-performant material, additional strength and ductility may …

EngineeringSettore ICAR/09 - Tecnica Delle CostruzioniSteel-based Retrofittingbusiness.industryFEM analysesExisting masonry structuresForensic engineeringRetrofittingSeismic capacity improvementGeneral MedicineMasonrybusinessSteel-based Retrofitting Seismic capacity improvement Existing masonry structures FEM analyses.
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Effects of corrosion on a steel bowstring bridge in marine environment: A case-study of assessment and retrofit

2021

The case-study of a steel bowstring bridge set in a marine environment and highly damaged by corrosion is presented. The bridge was built in 2004 and was repainted for corrosion protection in 2010. Despite the recent construction and the maintenance interventions, many structural elements like hangers are highly damaged by corrosion with decreasing performance in terms of serviceability and ultimate limit states. A deep investigation was carried out in order to assess the bridge and to establish the necessary retrofit actions to be carried out in the near future. In-situ tests reveal the reduced performance of the original steel in terms of strength and corrosion protection, together with t…

Engineeringbusiness.industryBowstring020101 civil engineering02 engineering and technologyBuilding and Construction021001 nanoscience & nanotechnologyBridge (interpersonal)0201 civil engineeringCorrosionTruss bridgeForensic engineeringArch tie bowstring bridge corrosion steel bridge hangersRetrofitting0210 nano-technologybusinessBridge Structures
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Assessment of seismic resistance of masonry structures including boundary conditions

2002

The paper is devoted to the investigation of seismic response of the masonry structure and describes experiences with modelling of boundary conditions during the test of large heavy model on 6DOF shaking table. The main aim of the research was how to increase dynamic resistance capacity of old masonry buildings including the medium and strong seismic effects. The results of theoretical and numerical analyses are compared including initial forecasting calculations made before any test started. The emphasis is given to the boundary conditions reached during the excitation of the large masonry model via shaking table. Strengthening and retrofitting procedures and their effects are discussed wh…

Engineeringbusiness.industrySoil ScienceStructural engineeringMasonryGeotechnical Engineering and Engineering GeologyDynamic resistanceEarthquake shaking tableRetrofittingGeotechnical engineeringBoundary value problemMortarUnreinforced masonry buildingbusinessSeismic resistanceCivil and Structural Engineering
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Monitoring of the effect of solar radiation and rain on the building envelope with integrated vertical vegetation

2022

The goal of the present paper is the verification of the improvement of the performance of a building envelope with a green wall also in conditions of high irradiance (≥0.6 kW/m2) and with variable meteorological conditions (sunny, cloudy, and rainy), with a focus on intense rainfall and tempest. The object of the analysis has been the Innovation and Technology for Development Center in the University Campus of the Polytechnics of Madrid, where a modular system of integrated vertical vegetation has been installed on the skin of the South and West prospects. The study is based on the analysis of the effective thermoregulation capacity of the system in different climatic situations and has be…

Environmental EngineeringSettore SECS-S/02 - Statistica Per La Ricerca Sperimentale E TecnologicaGeography Planning and DevelopmentGreen wall systemPassive retrofitBuilding and ConstructionNature-based solutions.Settore SECS-S/01 - StatisticaComfortSettore ICAR/12 - Tecnologia Dell'ArchitetturaCivil and Structural Engineering
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Thermal analysis and new insights to support decision making in retrofit and relaxation of heat exchanger networks

2011

International audience; Pinch analysis offers a rational framework for identifying energy saving targets and designing efficient heat recovery networks, especially in process industry. Several scientists have contributed to improve and automate the original pinch method over the last decades, increasing its capability to deal with a number of specific issues; the expertise of the analyst, however, remains determinant in achieving optimal results. In this paper a procedure for retrofit of existing networks is proposed, based on an integrate use of several techniques (either existing or innovative). The diagnosis of the existing network and of a "Minimum Energy Requirement" configuration emer…

ExergyEngineering drawingEngineeringretrofit020209 energyEnergy Engineering and Power Technology02 engineering and technologyNetwork topologyIndustrial and Manufacturing Engineeringrelaxation020401 chemical engineeringHeat recovery ventilationSettore ING-IND/10 - Fisica Tecnica Industriale0202 electrical engineering electronic engineering information engineeringInstrumentation (computer programming)exergy destruction0204 chemical engineeringbusiness.industryheat exchanger networksHeat exchanger networkWork in processThermal analysiIndustrial engineeringEnergy conservation[SPI.MECA.THER]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Thermics [physics.class-ph][PHYS.MECA.THER]Physics [physics]/Mechanics [physics]/Thermics [physics.class-ph]Pinch analysisRelaxation (approximation)businessthermal analysisApplied Thermal Engineering
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Coupling of Structural Additions for the Mitigation of Seismic Response in Existing Buildings

2023

In the present paper, additions in structural steelwork are utilized for giving new life to old buildings in regions characterized by medium/high seismic hazard. Two models are here proposed, i.e.: vertical addition for masonry buildings and lateral addition for r.c. buildings. For the model of vertical addition, the connection between the masonry and steel structures is realized by means of an Intermediate Isolation System (IIS). For the model of lateral addition, an exoskeleton (EXO) is connected to the existing building by means of rigid or flexible and dissipative link. Two buildings, representative of the heterogeneous Italian building stock, are selected as case studies. Parametric an…

ExoskeletonSeismic retrofitLateral additionStructural steelworkIntermediate isolation systemVertical addition
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