di Tommaso / Gentilini / Castellazzi | Mechanics of Masonry Structures Strengthened with Composite Materials | Sonstiges | 978-3-03795-899-5 | sack.de

Sonstiges, Englisch, Band Volume 624, 690 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g

Reihe: Key Engineering Materials

di Tommaso / Gentilini / Castellazzi

Mechanics of Masonry Structures Strengthened with Composite Materials

Sonstiges, Englisch, Band Volume 624, 690 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g

Reihe: Key Engineering Materials

ISBN: 978-3-03795-899-5
Verlag: Trans Tech Publications


Collection of selected, peer reviewed papers from the 4th International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials (MuRiCO 2014), September 9-11, 2014, Ravenna, Italy.
The 80 papers are grouped as follows:
Chapter 1: General,
Chapter 2: Masonry,
Chapter 3: Materials,
Chapter 4: Masonry and Composites,
Chapter 5: Technical Reports
di Tommaso / Gentilini / Castellazzi Mechanics of Masonry Structures Strengthened with Composite Materials jetzt bestellen!

Weitere Infos & Material


Fabric-Reinforced Cementitious Matrix (FRCM): A New Italian Guideline under DevelopmentThe Use of Composites in Architectural Restoration: Some Critical Considerations on the Theoretical ImplicationsSeismic Strength of Reinforced Multi-Storey Masonry WallsElastic-Brittle Fraction Model for Robust Post-Peak Analysis of Masonry StructuresAn Enhanced Finite Element for Sequentially Linear Analysis ProblemsStrengthening of Thin Masonry ArchesCollapse Mechanisms due to Earthquake in the Structural Typologies of Historic Constructions: The Case of MirandolaAnalysis of 3D Motion Data from Shaking Table Tests on a Scaled Model of Hagia Irene, IstanbulA Simplified Micro-Modeling Approach for Historical Stone Masonry WallsDefect Identification and Acceptance of FRP and FRCM Masonry Reinforcement by Infrared Thermography SurveySeismic Out-of-Plane Assessment of Podesta` Palace in Mantua (Italy)An Analytical Mechanical Model for the Seismic Assessment of Bell TowersSeismic Retrofitting by FRP of a School Building Damaged by Emilia-Romagna EarthquakeStructural Analysis of Historic Masonry and Technical Guideline Application: The Case of the Insula del Centenario [IX, 8] in PompeiiFinite Element Modelling of Acoustic Waves Propagation in Stone MasonryCosserat Elastoplastic Finite Elements for Masonry StructuresMonitoring of Masonry Compression Tests in the Lab via Optical Correlation without Surface PreparationDiagnostics and Monitoring of the Church of San Barbaziano in BolognaInvestigation of Damp and Salt Distribution in Outdoors Full-Scale Masonry Wall via Wireless Monitoring and Radar TestingAspects of the Behavior and Analysis of Masonry Viaducts
In Situ Investigation of the Mechanical Strength of the Mortars: The Case of the Vaults of the Modena CathedralThe Interface Behavior between External FRP Reinforcement and MasonryExperimental Study of Adhesion between FRCM and Masonry SupportMortar Joints Influence in Debonding of Masonry Element Strengthened with FRPStress and Strain Recovery of Laminated Composite Doubly-Curved Shells and Panels Using Higher-Order FormulationsMasonry Panels Composite Reinforcements with Epoxy Matrix, Inorganic Mortar Matrix and PS Polymer MatrixModelling of Non-Isothermal Salt Transport and Crystallization in Historic MasonryNumerical Investigation on the Residual Behaviour of Masonry Walls Damaged by Fire ExposureDigital Image Correlation Analysis of CFRP to Brick Bonded Joints Fastened by Fiber AnchorNumerical Analysis of Masonry Enhanced by Fiber Reinforced Lime-Based RenderBehavior of Masonry Columns Repaired Using Small Diameter CordsOn-Site Pull-Out Tests of Steel Anchor Spikes Applied to Brickwork MasonryMasonry Reinforcement with IMG Composites: Experimental InvestigationRheology of Grouts for Masonry InjectionFreeze-Thaw Durability of PVA Fiber Reinforced Mortars Representing In Situ ConditionsInfluence of Masonry Properties on Confinement: A Mechanical ModelMechanical Properties of Fired-Clay Brick Masonry Models in Moist and Dry ConditionsSurface Treatments for Historical Constructions Using NanotechnologyInfluence of Sample Thickness and Capping on Characterization of Bedding Mortars from Historic Masonries by Double Punch Test (DPT)Strengthening of Masonry Elements by FRP: Influence of Brick Mechanical and Microstructural PropertiesInfluence of Salt Crystallization on Composites-to-Masonry Bond Evaluated on Site by Pull-Off TestsTensile Behaviour and Durability of Mortar-Based Strengthening Systems with Glass-Aramid TextilesConservation of the Structure and Materials of Historic Masonry WallsDiagonal Tensile Strength of AAC Blocks Masonry with Thin Joints Superficially Strengthened by Reinforced Using GFRP Net PlasteringExperimental Analysis of the Bond Behavior of Glass, Carbon, and Steel FRCM CompositesMechanical and Mineralogical Characterization of Mortar in Masonry Buildings Damaged by the 20-29th May Earthquake in EmiliaRecent Developments in F.E. Analysis of FRP Reinforced Masonry Vaults: Case Studies in ItalyExperimental Study of Brick Masonry Walls Strengthened with Textile Reinforced MortarA Force-Based Equivalent Frame Element for Push-Over Analysis of Masonry StructuresAgeing Problems of GFRP Grids Used for Masonry ReinforcementDurability Analysis for FRP and SRG Composites in Civil ApplicationsOptimal FRP Reinforcement of Masonry Walls under In- and Out-of-Plane LoadsDebonding between FRP and Underlying Masonry: First Results of a 3D Finite Element ModelStrengthening Brick Masonry by Repointing ? An Experimental StudyExperimental Study of the Bond of FRP Applied to Natural Stones and Masonry PrismsDynamic Parameters of Pultruded GFRP Structures for Seismic Protection of Historical Building HeritageFiber Orientation Effect in the Dynamic Buckling of Debonded Regions in Laterally Loaded FRP Strengthened WallsEnhancing the Seismic Resistance of Columns by GFRP Confinement Using Flexible Adhesive-Experimental StudyDebonding Limit of the Externally Glued FRP Reinforcements Applied on Clay Brick Substrate: Statistical Assessment of a Design FormulaFRCM - Strenghtening of Masonry Vaults: The ?Duomo Di Colorno? and ?Braidense Library? Cases in ItalyNumerical and Experimental Analysis of Full Scale Arches Reinforced with GFRP MaterialsLaboratory Tests on Masonry Vaults with Backfill Strengthened at the ExtradosIs it Possible to Repair Detached Composites Effectively after Failure of Masonry StrengtheningEffect of the Presence of Mortar Joints in the Bond Behaviour of Tuff Masonry ElementsApplication of Acoustic Emission Technique for Bond Characterization in FRP-Masonry SystemsArtificial Ageing of Mortar Prisms Reinforced through Steel, Glass and Organic FibresConfinement Effectiveness in Eccentrically Loaded Masonry Columns Strengthened by Fiber Reinforced Cementitious Matrix (FRCM) JacketsExperimental Study on Masonry Panels Strengthened by GFRP: The Role of Inclination between Mortar Joints and GFRP SheetsAnalytical Modeling of Composite-to-Masonry Prisms BondThe Effects of Mortar Joints on the Efficiency of Anchored CFRP Sheets Reinforcements of Brick-MasonryDry Masonry Strenghtening through Basalt Fibre Ropes: Experimental Results against Out-of-Plane ActionsCrack Propagation in Compression and Mounted ArrestorsFRP Strengthening of Masonry Columns: Experimental Tests and Theoretical AnalysisA Study of the Fracture Process at the FRP-Masonry Interface: The Role of the Periodic Pattern of Bricks and Mortar JointsDynamic Analysis of FRP-Reinforced Masonry Arches via a No-Tension Model with DamageStrengthening Strategies of a Historical Masonry ConstructionStrengthening Masonry Cross Vaults Damaged by Geometric InstabilityConfinement of Masonry Columns with PBO FRCM CompositesThe Role of the Adhesive on the Bond Behavior of SRPs Applied on Masonry Supports: Experimental and Numerical StudySeismic Retrofit of an Industrial Structure with PBO-FRCM


Ihre Fragen, Wünsche oder Anmerkungen
Vorname*
Nachname*
Ihre E-Mail-Adresse*
Kundennr.
Ihre Nachricht*
Lediglich mit * gekennzeichnete Felder sind Pflichtfelder.
Wenn Sie die im Kontaktformular eingegebenen Daten durch Klick auf den nachfolgenden Button übersenden, erklären Sie sich damit einverstanden, dass wir Ihr Angaben für die Beantwortung Ihrer Anfrage verwenden. Selbstverständlich werden Ihre Daten vertraulich behandelt und nicht an Dritte weitergegeben. Sie können der Verwendung Ihrer Daten jederzeit widersprechen. Das Datenhandling bei Sack Fachmedien erklären wir Ihnen in unserer Datenschutzerklärung.