Buch, Englisch, 702 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1310 g
Buch, Englisch, 702 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1310 g
ISBN: 978-3-0357-1565-1
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
- Technische Wissenschaften Bauingenieurwesen Konstruktiver Ingenieurbau, Baustatik
- Technische Wissenschaften Maschinenbau | Werkstoffkunde Technische Mechanik | Werkstoffkunde Materialwissenschaft: Verbundwerkstoffe
- Technische Wissenschaften Bauingenieurwesen Baukonstruktion, Baufachmaterialien
- Technische Wissenschaften Bauingenieurwesen Mauerwerksbau
Weitere Infos & Material
FRCM/SRG - Masonry Joints: Experimental Investigation and Numerical ModellingNumerical Modelling of FRCMs Confined Masonry ColumnNumerical Modelling of the Tensile Behaviour of BFRCM StripsNumerical Modelling of FRCM Materials Using Augmented-FEMNumerical Constitutive Models of Low Tensile Strength Materials for the Description of Mechanical Behavior of Rammed Earth MasonryNumerical Modelling of the Experimental Response of SRG SystemsNumerical and Theoretical Models for NFRCM-Strengthened MasonryAssessment of 3D Linear Elastic Masonry-Like Vaulted StructuresA Fe Model for TRM Reinforced Masonry Walls with Interface EffectsComparison of Different FE Modeling for In-Plane Shear Strengthening of Brittle Masonry with FRCMNumerical Simulation of Geogrid Reinforced Adobe WallsShape Design Enhancement of Pultruded FRP Profiles for Structures Ancillary to Masonry ConstructionsFRP Pultruded Material as Reinforcement for Masonry: Expected Interaction in the Medium and Long TimeHalf-Scale Tests on Masonry Panels Strengthened with Pultruded FRP FramesBond Mechanism of FRPs Externally Applied to Curved Masonry Structures: Experimental Outcomes and Numerical ModelingAnalytical Modeling of the Bond Behavior between ?Textile ?and Mortar Based on Pull-Out ?TestsBond Behavior between Tuff and Fired-Clay Brick Masonry Blocks and SRG CompositesModelling of Bond Behavior of Injected Anchors in Masonry ElementsExperimental Investigation on the Bond Behaviour of Basalt TRM Systems - Influence of Textile Configuration and Multi-Layer ApplicationSome Considerations about the Effects of the Bonding Length on the Effectiveness of Spike Anchors in CFRP Reinforcements of MasonryA Bending Test Set-Up for the Investigation of the Bond Properties of FRCM Strengthenings Applied to Masonry SubstratesBond Behaviour of FRCM Composites: Effects of High TemperatureTRM-to-Masonry Bond under Elevated Temperatures: Lightweight versus Normalweight MatricesFreeze-Thaw Durability of Lime Based FRCM Systems for Strengthening Historical MasonryAdhesion between SRP and Masonry: Influence of Moist Condition of Specimens and Presence of Salts in the SubstrateMechanical and Thermal Characterization of FRCM-MatricesInfluence of Alkaline Environments on the Mechanical Properties of FRCM/CRM and their MaterialsNURBS-Based Upper Bound Limit Analysis of FRP Reinforced Masonry Vaults through an Efficient Mesh Adaptation SchemeExperimental and Numerical Analysis of FRCM Strengthened Parabolic Tuff Barrel VaultIncrease in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge ControlDiscrete and Finite Element Models for the Analysis of Unreinforced and Partially Reinforced Masonry ArchesPlastic Analysis of Masonry Arches Reinforced with FRCM under Vertical and Horizontal ForcesStrengthening of Masonry Arches with SFRMStrengthening of Masonry Arches with FRCM Composites: A ReviewFinite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge ControlDefining the Structurally Compatible Uses of Ancient Vaults: A Comparison between Traditional and Modern Modelling ApproachesOn Collapse Behavior of Reinforced Masonry Domes under Seismic LoadsDynamic Response of FRCM Reinforced Masonry ArchesRetrofit of Masonry Buildings through Seismic DampersFirst-Aid and Provisional Devices in Historical Structures with Collapse Risk after Seismic ShockAdvanced Seismic Analyses of ?Apennine Churches? Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics MethodMasonry Spires: 3D Models to Understand their Seismic VulnerabilityReducing Seismic out of Plane Vulnerability of Masonry Church Fac?ades through Optimization of Capacity Spectrum by Tie RodsTracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016Shake Table Tests on a Masonry Structure Retrofitted with Composite Reinforced MortarThe Generalized Density Evolution Equation for the Dynamic Analysis of Slender Masonry StructuresShear Behavior of Multi Leafs Masonry Panels with Transversal ConnectionsAn Alternative Approach for FRCM Matrix Tensile Strength EvaluationPreliminary Results on the Tensile Capacity of Steel Anchors in Brick Units of Different MaterialsOn the Use of Digital Image Correlation (DIC) for Evaluating the Tensile Behaviour of BFRCM StripsComposite Materials with Natural Fiber NFRC on Inorganic Matrix for Seismic Reinforcement of Masonry StructuresConfinement of Masonry Columns with PBO and Basalt FRCM CompositesDiscontinuous CFRP-Jacketing of Masonry ColumnsExperimental Investigation on Masonry with Textile Reinforcement in Thin Bed JointsStructural Repointing of Masonry StructuresAn Experimental Investigation on Pull-Off Tests Conducted on FRP Composites Applied to Brick UnitsMechanical Behaviour of Masonry Panels Strengthened by Flax TRM SystemsCan Textile Reinforced Mortar (TRM) Systems Be Really Effective to Increase Compressive Strength of Masonry Panels?The Effects of Strengthening the AAC Walls Using Glass Mesh Arranged in Different ConfigurationsLocal FRP-Reinforcement of Clay Hollow Block Panels under Shear LoadingMechanical Characterization of SRG Composites According to AC434Mechanical Behavior and Failure Modes of Two Different Steel-FRCM Systems on Masonry Substrate: Experimental InvestigationStructural Behavior of Small-Scale Masonry Panel with Fiber Reinforced Mortar under Compressive LoadInfluence of Matrix Properties on FRCM-CRM Strengthening SystemsShear Capacity of Masonry Panels Reinforced with Inorganic Strengthening SystemsOn the Lateral Capacity of Reinforced Masonry Members Using Combined Retrofitting MethodsStrengthening of Masonry Structures: Current National and International Approaches for Qualification and DesignExperimental Assessment of Geopolymer Grouts for Stone Masonry StrengtheningFirst Results of a 3D Pull-Out Model of Steel Anchors in Fired-Clay BricksStress Redistribution in Glass Fibers of G-FRCM CompositesDiagonal Compression of Masonry Walls Strengthened with Composite Reinforced MortarReinforced Jacketing of Wall Panels: A Comparative Experimental InvestigationExperimental Shear Behaviour of Rammed Earth Strengthened with a TRM-Based Compatible TechniqueGrout Injection Effect on the Shear Behavior of FRCM Strengthened Stone Masonry PanelsAE Characterization of Brick Masonry Walls Mechanical Behavior: The Case-Study of Alessandria and Boves BarracksDiagnosis and Structural Assessment of the Assumption of the Virgin Mary Chapel in Prague (CZ)AE Damage Assessment in the Bell Tower of the Turin CathedralHealth Monitoring of Medieval Masonry Towers by an Acoustic Emission ApproachFatigue Analysis of FRP Strengthened Masonry by Acoustic Emission MonitoringInfluence of Long-Time Work of 19th Century Modern-Type Roof Construction on Technical Condition of Vaults of Gothic ChurchAnalysis of the Condition of Damaged Vaults after a Construction Disaster in a Historic ChurchStructural Behaviour of Masonry Vaulted Staircases Using Limit Analysis: The Case Study of the Bell Tower of Santa Maria Delle VigneDamage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic EventPost-Cracking B-FRCM Strengthening of a Traditional Anti-Seismic Construction Technique (Casa baraccata): Extensive Experimental InvestigationsAnnular Post-Compression by FRP inside Mortar Joints and Vertical Post-Compression by Stainless Steel, for Seismic and Wind Retrofitting of Historical Masonry ChimneyModeling and Design of the Restoration and Seismic Strengthening of the Sanctuary of Santa Maria Delle Grazie at Forno` under New Italian Rules NTC 2018Dynamic Characterization of Nepali Masonry Temples Hit by 2015 EarthquakeProblems with Maintaining in Required Technical Condition and Revitalization of Medieval Defense FortriesStructural Reinforcement of a Masonry Building
