Sonstiges, Englisch, Band Volume 747, 726 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Key Engineering Materials
MuRiCo5
Sonstiges, Englisch, Band Volume 747, 726 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Key Engineering Materials
ISBN: 978-3-0357-2164-5
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Discrete Model for the Collapse Behavior of Unreinforced Random Masonry WallsNumerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced MortarsA 3D Masonry-Like Model with Bounded Shear StressRocking Mechanism of Masonry Portals with Circular ArchesTopology Optimization of the Fiber-Reinforcement of No-Tension Masonry WallsNon Linear Fem Modelling for the Design of Openings in Masonry WallsA New Numerical Approach to the Structural Analysis of Masonry VaultsModelling of the In-Plane and Out-of-Plane Performance of TRM-Strengthened Masonry WallsNumerical Investigation of Composite Materials with Inclusions and DiscontinuitiesPreliminary Investigation on FRP Profiles for the Structural Retrofit of Masonry StructuresEffect of FRP Wraps on the Compressive Behaviour of Slender Masonry ColumnsNon-Linear Modeling of Masonry Arches Strengthened with FRCMLocal Bond Behavior of FRCM Strengthening Systems: Some Considerations about Modeling and ResponseACI Design Guidelines for Strengthening of Masonry with FRP SystemsPre-Tensioned Basalt Fibers Ropes Stitching for Masonry Strengthening against Vertical Bending: A First Experimental InsightFE Model Predicting the Load Carrying Capacity of Progressive FRP Strengthening of Masonry Arches Subjected to Settlement DamageFRP-Strengthening of Curved Masonry Structures: Local Bond Behavior and Global ResponsePost-Cracking FRCM Strengthening of an Arch Composed by Hollow Clay Elements Embedded in Mortar: Experimental Investigations and Numerical AnalysesCharacterization of a Compatible Low Cost Strengthening Solution Based on the TRM Technique for Rammed EarthOut-of-Plane Strengthening of Masonry Walls with FRCM Composite MaterialsStrengthening Historical Masonry with FRP or FRCM: Trends in Design ApproachFRCM Composites for Strengthening of Brick Masonry ArchesReinforcement of Stone Masonry Walls with Carbon Fiber Tissue and Tapes, a Case StudyExperimental and Numerical Investigations on the Behaviour of Masonry Walls Reinforced with an Innovative Sisal FRCM SystemFast and Reliable Limit Analysis Approach for the Structural Assessment of FRP-Reinforced Masonry ArchesAn Experimental Analysis of the Mechanical Behaviour of Anchored CFRP-to-Masonry Reinforcements Loaded by Out-of-Plane ActionsBending Reinforcement of Full-Scale Timber Beams with Mechanically Attached GFRP Composite PlatesConcrete Beams Reinforced with GFRP PlatesExperimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry PanelsSimple Numerical Homogenization Model for FRCM Reinforced Masonry Panels Subjected to Out-of-Plane Loads
In Situ-Tests and Advanced Numerical Modelling for Masonry Arches Retrofitted with Steel Reinforced GroutRetrofitting Masonry Vaults with Basalt Textile Reinforced MortarA New Pull-Out Test to Study the Bond Behavior of Fiber Reinforced Cementitious CompositesExperimental Study on the Effectiveness of Masonry-Basalt TRM Reinforced Systems Characterized by Different Fiber Grid DensitiesExperimental Behavior of Masonry Vaults Strengthened with Thin Extradoxal or Intradoxal Layer of Fiber Reinforced Lime Mortar
In Situ Shear Tests on Masonry Panels Strengthened with Fiber-Reinforced Mortar RepointingComparison of In-Plane Mechanical Performances of Masonry Walls Strengthened with Different Mortar Coatings Reinforced with Glass or Carbon Fiber Composite MeshesConcept, Prototyping and Application of a Tensioning System for FRP Ties into Masonry StructuresBond Behavior of FRCM Carbon Yarns Embedded in a Cementitious Matrix: Experimental and Numerical ResultsA Closed-Form Analytical Solution to the Debonding of SRG on Curved Masonry SubstrateBond of Steel Bars to Masonry Mortar Joints: Test Results and Analytical ModellingPull-Out Tests on Injected Anchors in Tuff Masonry ElementsFRCM Strengthened Masonry Panels: The Role of Mechanical Anchorages and Symmetric LayoutsConfinement of Masonry Columns with Steel and Basalt FRCM CompositesConfinement of Clay Masonry Columns with SRGRepair of Clay Brick Walls for out of Plane Loads by Means of FRCMThe Use of Carbon Fiber Cementitious Matrix Connection for the Strenghtening of Multiple-Leaves MasonryConfinement of Full-Scale Masonry Columns with FRCM SystemsAn Investigation of the Debonding Mechanism between FRCM Composites and a Masonry SubstrateExperimental Behavior of Glass-FRCM Composites Applied onto Masonry and Concrete SubstratesCharacterization of New Composite Materials for Masonry RehabilitationConsolidation Methods of Romanian Historical Building with Composite MaterialsCase Study of Consolidation Methods with Fiber-Based Composite Materials in Romania3D Photogrammetric Reconstruction by Drone Scanning for FE Analysis and Crack Pattern Mapping of the ?Bridge of the Towers?, SpoletoStructural Interpretation of Data from Static and Dynamic Structural Health Monitoring of Monumental BuildingsStructural Health Monitoring of a Historical Masonry Bell Tower Using Operational Modal AnalysisApplication of Smart FRP Devices for the Structural Health Monitoring of Heritage Buildings - A Case Study: The Monastery of Sant?Angelo d?OcrePseudo-Static Response of Masonry Cross Vaults to Imposed Shear Displacements at the SpringingsThe Influence of Self-Healing Capacity of Lime Mortars on the Behaviour of Brick-Mortar Masonry SubassembliesFailure in Clay Brick Masonry with Soft Brick under Compression: Experimental Investigation and Numerical SimulationGrouts with Improved Durability for Masonry Consolidation: An Experimental Study with Non-Standard SpecimensMulti-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical AnalysesGothic Barrel Vaults under Differential Settlement: The Effects of Boundary Conditions and FRP on Structural BehaviourNumerical Evaluation of Mechanical Parameters Role in GFRP Strengthened Cobblestone Masonry WallsSalt Attack Effects on the Shear Behavior of Masonry: Preliminary Results of an Experimental CampaignMechanical Behavior of Masonry Specimens Strengthened by Carbon Bundles Subjected to a Splitting TestAgeing and Fatigue Combined Effects on GFRP GridsEffect of High Temperatures on the TRM-to-Masonry BondExperimental Analysis on Bond Behavior of GFRCM Applied on Clay Brick MasonryThe Reinforcement, Reconstruction and the Conservation of Historical Masonry Walls - Case StudyNumerical Analysis of Masonry Confined by FRCMDestructive In Situ Tests on Masonry Arches Strengthened with FRCM Composite MaterialsSafety, Rehabilitation and Seismic Improvement of San Silvestro?s Church in Crevalcore (BO), after 2012 Seismic Event in EmiliaSeismic Design of Pultruded FRP Structures as Ancillary and/or Independent SolutionExperimental Study on Seismic Failure Modes of Confined Masonry Structures with Different EnhancementsSeismic Behaviour of Rocking Elements Reinforced with Composite MaterialsSeismic Response of URM Walls Strengthened with FRP Reinforced CoatingPost-Seismic Damage Assessment of a Historical Masonry Building: The Case Study of a School in TeramoQuick Seismic Protection of Weak Masonry Infilling in Filled Framed Structures Using Flexible JointsSeismic Evaluation of the Santa Catalina?s Church of Valencia (Spain) Applying a Scalar Damage ModelSeismic Performance of a Historical Apartment Building Using a Barcelona Model (BM) Adapted for Masonry WallsMulti-Scale Approach towards Groningen Masonry and Induced SeismicityApril 2016 Ecuador Earthquake of Moment Magnitude Mw7.8: Overview and Damage ReportCriteria for the Repair of Damage to Masonry Walls of Buildings Affected by Earthquakes Using Composite Materials with Inorganic MatrixRocking in Presence of Cracking of Masonry Wall PiersCollapse State of Multi-Storey Masonry Walls Reinforced by Steel Ties Subjected to In-Plane Horizontal LoadsIn-Plane Behavior of Plain and Strengthened Solid Brick Masonry Walls
