Advances in Civil and Infrastructure Engineering II

<ul><li>Chapter 1: Experimental Testing Techniques</li><li>Experimental Study on the Size Effect on Flexural Behavior of Larch Glulam Beams</li><li>Experimental Research and Application of Super-Retarding Mortar</li><li>The Comparison and Analysis of Void Fraction of OGFC-13 Asphalt Concrete through Vacuum Method and Volume Method</li><li>Fatigue Behavior of Cement Asphalt Emulsion Mortar</li><li>Structural Condition Evaluation of an In-Service Glued-Laminated Timber Bridge Based on the Dynamic and Static Testing</li><li>Experimental Study on Mechanical Properties of Larch Glulam Columns under Axial Compression</li><li>Experimental Investigation on the Compressive Behaviour of Clay Brick Masonry Columns Confined by BFRP or Steel Wires</li><li>Test on the Mechanical Performance of Glue-Laminated Timber Reinforced with GFRP for Structural Materials</li><li>Experimental Investigation of Glass and Carbon FRCM Composite Materials Applied onto Concrete Supports</li><li>Experimental Tests on Composite Steel-Concrete Truss Beams</li><li>Chapter 2: Advanced Modeling</li><li>A Theoretical Model to Evaluate the Compressive Behaviour of R? Jacketed Columns</li><li>Disproportionate Collapse Simulations</li><li>Microplane Model for Concrete: Part I - State of the Art</li><li>Microplane Model for Concrete: Part II - Applications on CFRP Confined Concrete Elements</li><li>Random Lattice Modeling of Quasi-Brittle Fracture in Cementitious Materials: A State of the Art</li><li>Cyclic Behaviors of Steel Braces in Concentrically Braced Frames</li><li>Study on Mechanics Performance of Suspension Bridge with 1960 MPa Cable Wire</li><li>Finite Element Calculation for the Tensile Elastic Modulus of Honeycomb Materials with Different Pore Shape</li><li>Analysis of the Effects of Mortar Thickness and Wall Building Technique in Masonry Structures Using an Anisotropic Model</li><li>A Novel Conceptual Approach for Predicting the Mechanical Properties of Recycled Aggregate Concrete</li><li>Modified Monti-Nuti Model for Different Types of Reinforcing Bars Including Inelastic Buckling</li><li>Soil-Structure Interaction on the Dynamic Response of Bridge Piers</li><li>Chapter 3: Earthquake Resistance, Disaster Prevention and Hazard Mitigation</li><li>Pounding Response Spectra of Bridge Decks</li><li>Seismic Assessment of Masonry Building Clusters with a Dedicated NLA Software</li><li>Rapid Repair Technique to Improve Plastic Dissipation of Existing Chinese RC Bridges</li><li>Seismic Energy Demands in Steel Moment Frames</li><li>Amplified Seismic Loads in Steel Moment Frames</li><li>A Direct Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Frame Structures</li><li>Numerical Analysis of Rigid Body Behaviour</li><li>M-N Interaction Effect on the Frames Failure Mechanisms</li><li>An Innovative Dual System for New Structures or for the Retrofit of Precast Concrete Industrial Buildings</li><li>Estimation of Floor Response Spectra Using the Uncoupled Modal Response History Analysis</li><li>An Overview of the Current Code Provisions on the Seismic Response of Acceleration-Sensitive Non-Structural Components in Buildings</li><li>Ductility Enhancement in Reinforced Concrete Structure with Buckling Restrained Braced Frames</li><li>An Innovative Approach to Assess Seismic Safety of Historical Centres</li><li>Optimization Analysis of Seismic Damage Evaluation Model Based on Fuzzy Analytical Hierarchy Process</li><li>A Probabilistic Seismic Demand Model for Regular Highway Bridges</li><li>Interaction between Building Collapse and Road Serviceability during Seismic Emergency Operations in Urban Centers</li><li>Collapse Behavior of RC Column-Beam Sub-Structure with External Prestressing Tendons</li><li>Chapter 4: Rehabilitation and Retrofitting, Reliability and Durability</li><li>Proposal of a Modal Pushover Based Incremental Analysis</li><li>Seismic Performance of Masonry Infilled RC Structures via N2 Pushover Assessment Procedures: Outcomes under Different Modeling Hypotheses of a Case Study</li><li>Seismic Performance of Full-Scale FRP Retrofitted Substandard RC Columns Loaded in the Weak Direction</li><li>Structural Strengthening of the Portico of the Santa Maria Dei Servi Church in Bologna</li><li>Influence of Masonry Infills on the Shear Forces of RC Framed Structures</li><li>Overview of the Experimental Works on Steel Reinforced Polymer Systems</li><li>Flexural Strengthening of RC Slabs with SRP/SRG: An Experimental-Numerical Comparison</li><li>Reliability Analysis of Seismic Isolation in Retrofitting of Simply Supported Bridges</li><li>Influence of Traffic Load on the Crack Widths of Full Jointless Bridges</li><li>Time-Variant Reliability of RC Structures</li><li>Axial-Bending Interaction Diagrams of Reinforced Concrete Columns Exposed to Chloride Attack</li><li>Chapter 5: Construction Monitoring, Identification and Damage Detection</li><li>Study on Deformation Monitoring of Subway Station Deep Foundation Construction</li><li>A Calculation Method of Coupled Nonlinearities in Slender Bridge Piers</li><li>Application of BP Neural Network in Structural Damage Diagnosis of Bridge behind Abutment</li><li>Behavior of the Leaning Tower of Pisa: Analysis of Experimental Data from Structural Dynamic Monitoring</li><li>Behavior of the Leaning Tower of Pisa: Insights on Seismic Input and Soil-Structure Interaction</li><li>Study on Vibration-Based Detection Methods for Determining the Elastic Modulus of Glulam Beams</li><li>Research on Fresh Concrete Water-Cement Ratio Based on Resistivity Method</li><li>Chapter 6: Novel Hybrid Structural Systems and Materials</li><li>A Long Span Hybrid Truss for a Sport Building</li><li>Highly Standardized Long-Span Hybrid Trusses</li><li>Multi-Performance Innovative Infill Panels</li><li>Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement</li><li>Steel to Concrete Bond Transferring in CFST Columns Connected to Beams through the Concrete</li><li>Mechanical Performance of Connections for GluBam-Concrete Composite Beams</li><li>Lightweight Woodframe Shear Walls with Ply-Bamboo Sheathings</li><li>Use of Electric Arc Furnace Slag for High Strength Concrete Production</li><li>A Review on Microscopic Property of Concrete's Aggregate-Mortar Interface Transition Zone</li><li>Structural Concrete with Recycled Aggregate: Advances in Mechanical Properties, Durability and Sustainability</li></ul>