Buch, Englisch, 726 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1350 g
MuRiCo5
Buch, Englisch, 726 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1350 g
ISBN: 978-3-0357-1164-6
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Preface, Committees, Sponsors
Chapter 1: General Methods of Masonry Modeling
Discrete Model for the Collapse Behavior of Unreinforced Random Masonry Walls
Numerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced Mortars
A 3D Masonry-Like Model with Bounded Shear Stress
Rocking Mechanism of Masonry Portals with Circular Arches
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls
Non Linear Fem Modelling for the Design of Openings in Masonry Walls
A New Numerical Approach to the Structural Analysis of Masonry Vaults
Modelling of the In-Plane and Out-of-Plane Performance of TRM-Strengthened Masonry Walls
Numerical Investigation of Composite Materials with Inclusions and Discontinuities
Preliminary Investigation on FRP Profiles for the Structural Retrofit of Masonry Structures
Effect of FRP Wraps on the Compressive Behaviour of Slender Masonry Columns
Non-Linear Modeling of Masonry Arches Strengthened with FRCM
Local Bond Behavior of FRCM Strengthening Systems: Some Considerations about Modeling and Response
Chapter 2: Modern Materials, Technological Techniques and Efficiency Evaluation of Structural Strengthening
ACI Design Guidelines for Strengthening of Masonry with FRP Systems
Pre-Tensioned Basalt Fibers Ropes Stitching for Masonry Strengthening against Vertical Bending: A First Experimental Insight
FE Model Predicting the Load Carrying Capacity of Progressive FRP Strengthening of Masonry Arches Subjected to Settlement Damage
FRP-Strengthening of Curved Masonry Structures: Local Bond Behavior and Global Response
Post-Cracking FRCM Strengthening of an Arch Composed by Hollow Clay Elements Embedded in Mortar: Experimental Investigations and Numerical Analyses
Characterization of a Compatible Low Cost Strengthening Solution Based on the TRM Technique for Rammed Earth
Out-of-Plane Strengthening of Masonry Walls with FRCM Composite Materials
Strengthening Historical Masonry with FRP or FRCM: Trends in Design Approach
FRCM Composites for Strengthening of Brick Masonry Arches
Reinforcement of Stone Masonry Walls with Carbon Fiber Tissue and Tapes, a Case Study
Experimental and Numerical Investigations on the Behaviour of Masonry Walls Reinforced with an Innovative Sisal FRCM System
Fast and Reliable Limit Analysis Approach for the Structural Assessment of FRP-Reinforced Masonry Arches
An Experimental Analysis of the Mechanical Behaviour of Anchored CFRP-to-Masonry Reinforcements Loaded by Out-of-Plane Actions
Bending Reinforcement of Full-Scale Timber Beams with Mechanically Attached GFRP Composite Plates
Concrete Beams Reinforced with GFRP Plates
Experimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry Panels
Simple 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 Grout
Retrofitting Masonry Vaults with Basalt Textile Reinforced Mortar
A New Pull-Out Test to Study the Bond Behavior of Fiber Reinforced Cementitious Composites
Experimental Study on the Effectiveness of Masonry-Basalt TRM Reinforced Systems Characterized by Different Fiber Grid Densities
Experimental 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 Repointing
Comparison of In-Plane Mechanical Performances of Masonry Walls Strengthened with Different Mortar Coatings Reinforced with Glass or Carbon Fiber Composite Meshes
Concept, Prototyping and Application of a Tensioning System for FRP Ties into Masonry Structures
Bond Behavior of FRCM Carbon Yarns Embedded in a Cementitious Matrix: Experimental and Numerical Results
A Closed-Form Analytical Solution to the Debonding of SRG on Curved Masonry Substrate
Bond of Steel Bars to Masonry Mortar Joints: Test Results and Analytical Modelling
Pull-Out Tests on Injected Anchors in Tuff Masonry Elements
FRCM Strengthened Masonry Panels: The Role of Mechanical Anchorages and Symmetric Layouts
Confinement of Masonry Columns with Steel and Basalt FRCM Composites
Confinement of Clay Masonry Columns with SRG
Repair of Clay Brick Walls for out of Plane Loads by Means of FRCM
The Use of Carbon Fiber Cementitious Matrix Connection for the Strenghtening of Multiple-Leaves Masonry
Confinement of Full-Scale Masonry Columns with FRCM Systems
An Investigation of the Debonding Mechanism between FRCM Composites and a Masonry Substrate
Experimental Behavior of Glass-FRCM Composites Applied onto Masonry and Concrete Substrates
Characterization of New Composite Materials for Masonry Rehabilitation
Consolidation Methods of Romanian Historical Building with Composite Materials
Case Study of Consolidation Methods with Fiber-Based Composite Materials in Romania
Chapter 3: Health Monitoring and Experimental Assessment
3D Photogrammetric Reconstruction by Drone Scanning for FE Analysis and Crack Pattern Mapping of the “Bridge of the Towers”, Spoleto
Structural Interpretation of Data from Static and Dynamic Structural Health Monitoring of Monumental Buildings
Structural Health Monitoring of a Historical Masonry Bell Tower Using Operational Modal Analysis
Application of Smart FRP Devices for the Structural Health Monitoring of Heritage Buildings - A Case Study: The Monastery of Sant’Angelo d’Ocre
Pseudo-Static Response of Masonry Cross Vaults to Imposed Shear Displacements at the Springings
The Influence of Self-Healing Capacity of Lime Mortars on the Behaviour of Brick-Mortar Masonry Subassemblies
Failure in Clay Brick Masonry with Soft Brick under Compression: Experimental Investigation and Numerical Simulation
Grouts with Improved Durability for Masonry Consolidation: An Experimental Study with Non-Standard Specimens
Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses
Gothic Barrel Vaults under Differential Settlement: The Effects of Boundary Conditions and FRP on Structural Behaviour
Numerical Evaluation of Mechanical Parameters Role in GFRP Strengthened Cobblestone Masonry Walls
Salt Attack Effects on the Shear Behavior of Masonry: Preliminary Results of an Experimental Campaign
Mechanical Behavior of Masonry Specimens Strengthened by Carbon Bundles Subjected to a Splitting Test
Ageing and Fatigue Combined Effects on GFRP Grids
Effect of High Temperatures on the TRM-to-Masonry Bond
Experimental Analysis on Bond Behavior of GFRCM Applied on Clay Brick Masonry
The Reinforcement, Reconstruction and the Conservation of Historical Masonry Walls - Case Study
Numerical Analysis of Masonry Confined by FRCM
Destructive In Situ Tests on Masonry Arches Strengthened with FRCM Composite Materials
Chapter 4: Seismic Characterizations and Seismic Vulnerability of Masonry Structures
Safety, Rehabilitation and Seismic Improvement of San Silvestro’s Church in Crevalcore (BO), after 2012 Seismic Event in Emilia
Seismic Design of Pultruded FRP Structures as Ancillary and/or Independent Solution
Experimental Study on Seismic Failure Modes of Confined Masonry Structures with Different Enhancements
Seismic Behaviour of Rocking Elements Reinforced with Composite Materials
Seismic Response of URM Walls Strengthened with FRP Reinforced Coating
Post-Seismic Damage Assessment of a Historical Masonry Building: The Case Study of a School in Teramo
Quick Seismic Protection of Weak Masonry Infilling in Filled Framed Structures Using Flexible Joints
Seismic Evaluation of the Santa Catalina’s Church of Valencia (Spain) Applying a Scalar Damage Model
Seismic Performance of a Historical Apartment Building Using a Barcelona Model (BM) Adapted for Masonry Walls
Multi-Scale Approach towards Groningen Masonry and Induced Seismicity
April 2016 Ecuador Earthquake of Moment Magnitude Mw7.8: Overview and Damage Report
Criteria for the Repair of Damage to Masonry Walls of Buildings Affected by Earthquakes Using Composite Materials with Inorganic Matrix
Rocking in Presence of Cracking of Masonry Wall Piers
Collapse State of Multi-Storey Masonry Walls Reinforced by Steel Ties Subjected to In-Plane Horizontal Loads
In-Plane Behavior of Plain and Strengthened Solid Brick Masonry Walls
