Building for the Future: Durable, Sustainable, Resilient : Proceedings of the fib Symposium 2023 - Volume 2 / / edited by Alper Ilki, Derya Çavunt, Yavuz Selim Çavunt |
Autore | Ilki Alper |
Edizione | [1st ed. 2023.] |
Pubbl/distr/stampa | Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2023 |
Descrizione fisica | 1 online resource (1808 pages) |
Disciplina | 624.1834 |
Altri autori (Persone) |
ÇavuntDerya
ÇavuntYavuz Selim |
Collana | Lecture Notes in Civil Engineering |
Soggetto topico |
Concrete
Buildings—Design and construction Building materials Geotechnical engineering Building Construction and Design Structural Materials Geotechnical Engineering and Applied Earth Sciences |
Soggetto non controllato |
Engineering
Technology & Engineering |
ISBN | 3-031-32511-7 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Finite Element Analysis of Hollow Core Floor Subjected to Point Load -- Precast concrete industrial portal frames subjected to simulated fires -- Metallic Dissipaters Made of Conventional and Advanced Materials for Seismic Protection of Structures -- Numerical study on the shear capacity of PC crane beams in uncertain prestressing tendons anchorage conditions -- A Framework for Improving Building Robustness Through Segmentation -- FRP seismic strengthening of infilled RC frames -- The Influence of Shear Crack Angle on FRP Wall Strengthening -- In-situ load testing of a FRC slab-on-piles -- Robotic Concrete Drilling – First Test Results -- Design Innovation of the Liu-Heng Highway Bridge -- Precast bridge deck for railway using HPFRC and UHPFRC. |
Record Nr. | UNINA-9910728949103321 |
Ilki Alper
![]() |
||
Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2023 | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
|
Building for the Future: Durable, Sustainable, Resilient : Proceedings of the fib Symposium 2023 - Volume 1 / / edited by Alper Ilki, Derya Çavunt, Yavuz Selim Çavunt |
Autore | Ilki Alper |
Edizione | [1st ed. 2023.] |
Pubbl/distr/stampa | Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2023 |
Descrizione fisica | 1 online resource (1969 pages) |
Disciplina | 624.1834 |
Altri autori (Persone) |
ÇavuntDerya
ÇavuntYavuz Selim |
Collana | Lecture Notes in Civil Engineering |
Soggetto topico |
Concrete
Building materials Buildings—Design and construction Geotechnical engineering Structural Materials Building Construction and Design Geotechnical Engineering and Applied Earth Sciences |
Soggetto non controllato |
Engineering
Technology & Engineering |
ISBN | 3-031-32519-2 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Intro -- Preface -- Organization -- Keynote Lecturers -- Invited-Theme Lecturers -- Contents -- Keynote Lecturers -- Recent Canadian Developments Related to FRP Reinforcement for Sustainable and Resilient Concrete Structures, Design Codes, and Field Applications in Infrastructures and Buildings -- 1 Introduction -- 2 Latest Updates of Canadian Standards -- 2.1 Canadian Standard on Material Specifications -- 2.2 Canadian Standard on Highway Bridge Design -- 2.3 Canadian Standard on Structural Design of Wastewater Treatment Plants -- 2.4 Canadian Standard on Parking Garages -- 3 Recent Field Applications -- 3.1 Highway Bridges -- 3.2 Parking and Building Structures -- 3.3 Secant Piles -- 3.4 Soft-Eyes -- 4 Conclusions -- References -- The Beauty of Simplicity and Recyclability -- 1 Where Are We Currently? -- 2 Circular Economy -- 3 BIM-Based Approach for Demolition and Dismantling -- 4 Less is More - Recyclability and the Use of Tunnel Excavation Material -- 5 Beauty Depends on Simplicity - A Sustainable Approach -- 6 Conclusion -- References -- 1915 Çanakkale Bridge - Dream to Reality -- 1 Introduction -- 2 Project Information -- 2.1 Location of the Project -- 2.2 Parties of the Project -- 2.3 1915 Çanakkale Bridge Within the World Bridge Inventory -- 3 Characteristics of 1915 Çanakkale Bridge -- 3.1 Design -- 3.2 Aesthetics -- 3.3 General Arrangement -- 3.4 Steel Towers -- 3.5 Tower Foundations - Caissons -- 3.6 Suspension Cables and Hangers -- 3.7 Steel Deck -- 3.8 Anchor Blocks -- 4 Durability -- 4.1 High-Performance Concrete -- 4.2 Dehumidification System -- 4.3 Structural Health Monitoring System (SHMS) -- 5 Conclusions -- References -- Invited-Theme Lecturers -- Development of a QA/QC Methodology for the Construction of Critical Infrastructure Projects Designed Based on Service Life Considerations -- 1 Introduction.
2 Requirements and Quality System for Concrete -- 3 Design of Concrete Mixtures -- 4 Constituent Materials -- 5 Fresh and Hardened Concrete Properties -- 6 Hardening Concrete Properties -- 7 Full Scale Trial Casting -- 8 Simulation for Temperature Development -- 9 Conclusion -- References -- Enhancement of the Efficiency of CFRP Composites in Strengthening Flat and Curved Soffit RC Members -- 1 Introduction -- 2 Anchorage Systems -- 2.1 Spike Anchor -- 2.2 U-wrap Anchors -- 2.3 Patch Anchors -- 2.4 Hybrid Anchors -- 3 Curved Soffit RC Members -- 3.1 Experimental Program -- 3.2 Material Properties -- 3.3 Beam Instrumentation and Testing Procedure -- 3.4 Test Results -- 4 Conclusion -- References -- Demountable Reinforced Concrete Structures - A Way Forward to Minimize Energy and Waste in Construction Industry -- 1 Introduction -- 2 Current Practice in Structural Engineering -- 2.1 Semi-dry Connections of Precast RC Structural Elements -- 3 RC Demountable Dry Connections -- 3.1 Composite Steel Beams and Concrete Slab Demountable Connections -- 3.2 Beam/Column Demountable Connections -- 3.3 Wall/Wall and Column/Column Demountable Connections -- 3.4 Slab/Slab Demountable Connections -- 4 Summary and Conclusions -- References -- Fib MC2020 - A Sustainability-Driven Performance-Based Approach to Design, Execution and Life-Cycle Management of Concrete Structures -- 1 Introduction -- 2 Principles of a Sustainability-Driven Performance-Based Approach to Design, Execution and Life-Cycle Management -- 2.1 Sustainability Framework and Life-Cycle Perspective -- 2.2 Performance-Based Approach Supporting Sustainability -- 3 Principles of Structural Performance Verifications -- 3.1 Risk and Reliability Concepts in Structural Performance Evaluation -- 3.2 Levels-Of-Approximation Approach to Structural Verifications. 3.3 Provisions for Assessment of Existing Structures -- 4 Conclusions -- References -- Towards Earthquake Risk Reduction Solutions: Applications of Composite Materials and Future Challenges -- 1 Introduction -- 2 Innovative Interventions for Seismic Upgrade of RC Existing Structures -- 2.1 Beam Column Joint Strengthening -- 2.2 Repair and Retrofit of Columns -- 2.3 Seismic Protection of Non - Structural Elements -- 3 Conclusions -- References -- Re-Evaluation of Reinforced Concrete Design Code Provisions in Adopting High-Strength Reinforcement -- 1 Introduction -- 2 Moment Redistribution -- 3 Shear Behaviors -- 4 Beam-Column Joints -- 5 Conclusions -- References -- Innovative Retrofitting of RC Structures Using Textile-Reinforced Alkali-Activated or Cement-Based Mortar Overlays: Application in Short Columns -- 1 Introduction -- 2 Materials and Specimens -- 3 Experimental Procedure and Setup -- 4 Results and Discussion -- 5 Analytical Modeling -- 5.1 Shear Capacity Model -- 5.2 Confinement Models -- 5.3 Deformation Capacity Model -- 5.4 Response Prediction of the Experimentally Tested Columns -- 6 Conclusions -- References -- Transfer of Forces Within Repaired/Strengthened RC Elements -- 1 Introduction -- 2 The NTUA Research -- 2.1 Experimental Campaign -- 2.2 Modelling of Interface Behavior -- 3 Key Experimental Findings -- 3.1 Interface Roughness -- 3.2 Long vs. Short Interfaces -- 4 Prediction of Interface Resistance -- 5 Conclusions -- References -- Structural Walls: New Modeling Parameters for Seismic Retrofit -- 1 Introduction -- 2 Failure Mode Classification -- 3 Flexure-Controlled Walls -- 4 Shear-Controlled Walls -- 5 Shear-Friction-Controlled Walls -- 6 Summary -- References -- Concrete and Innovative Materials -- Determination of Prestressing Using Crack Reopening Method -- 1 Introduction -- 2 Experimental Program -- 2.1 Specimens. 2.2 Experimental Program -- 2.3 Prestressing of the Specimens -- 2.4 Material Properties of Concrete -- 3 Numerical Analysis -- 4 Evaluation of Prestressing -- 5 Conclusions -- References -- Floured CaCO3 as Supplementary Cementitious Material in Defined Performance Concrete -- 1 Introduction -- 2 Experimental Procedure -- 3 Results and Discussion -- 3.1 Assessment of the Effect of the Floured Calcite Addition in Concrete Mixtures Without Chemical Admixtures -- 3.2 Assessment of the Effect of the Combined Introduction of CaCO3 and Superplasticizer on the Hardening Kinetics of Concrete at Normal and Elevated Temperatures -- 3.3 Assessment of the Effect of Co-adding of CaCO3 on Concrete Hardening Kinetics at Negative Temperature -- 4 Conclusion -- References -- An Energy Dissipative Double Beam Coupling Beam Equipped with Low Damage Seismic Technology -- 1 Introduction -- 2 Metallic Supplemental Damping -- 2.1 U-Shaped Flexural Plates (UFPs) -- 3 DBCB-M Concept Design -- 4 Design of DBCB-M -- 5 Test Setup and Loading Protocol -- 5.1 Test Setup -- 5.2 Loading Protocol -- 6 DBCB-M Test Results and Comparison with Benchmark Specimen -- 6.1 Shear Force vs Rotation Response -- 6.2 Cracking Pattern -- 6.3 Energy Dissipation -- 7 Discussion -- 8 Conclusion -- References -- Evaluation of Combustion Effect on Biomass Bottom Ash from a Fluidised Bed Power Plant - Sand Substitution on Mortar Application -- 1 Introduction -- 2 Biomass Bottom Ash Characterisation -- 3 Valorisation of Biomass Bottom Ash in Mortars -- 3.1 Mortars Mix Design -- 3.2 Workability, Compressive Strength and Hydration Kinetics of Mortars -- 3.3 Porous Structure of Mortar -- 4 Conclusion -- References -- A System Development Strategy of a Digital Construction for Building Frames -- 1 Introduction -- 2 Target Building Frame -- 3 Reference Case -- 3.1 System Definition -- 3.2 System Goals. 3.3 System Breakdown -- 4 Technology Selection -- 5 Development Strategy -- 6 Conceptual Drawings -- 7 Conclusion -- References -- The Mechanical Effects of Recycled Steel Fiber on Concrete -- 1 Introduction -- 2 Experimental Studies -- 2.1 Materials and Mix Designs -- 2.2 Experimental Studies -- 3 Results -- 3.1 Properties of Fresh Concrete -- 3.2 Compressive Strength Results -- 3.3 Flexural Strength Results -- 4 Conclusions -- References -- Non-linear Analysis of RC and PRC Structures Towards a Maximum Exploitation of the Plastic Reserves of the Materials -- 1 Introduction -- 1.1 The Italian Infrastructure Heritage -- 1.2 Material Non-linearity -- 2 Development of the MEG Ductility Software -- 2.1 Basic Assumptions -- 2.2 Code Development -- 2.3 Software Validation -- 3 Non-linear Sectional Analyses -- 3.1 Rectangular Sections with Hardening Ratio k = 1.15 -- 3.2 Case Study -- 4 Conclusion -- References -- Usability and Suitability of Different Small-Scale Test Setups to Accurately Assess the Shear Strength of the Glue Line in Adhesive Bonded Timber-Concrete-Composite Elements -- 1 Introduction -- 2 Experimental Investigation Parameters -- 2.1 Test-Setups -- 2.2 Materials and Methods -- 3 Experimental Investigation Outcome -- 3.1 Results -- 3.2 Discussion -- 4 Conclusion -- References -- Development of a Simplified Strategy for Topology Optimisation of Reinforced Concrete Beams Using Regular Geometric Shapes -- 1 Introduction -- 2 Methodology -- 2.1 Benchmark Beam Design and Standards -- 3 Optimisation Approach -- 3.1 Abaqus Modelling Strategy -- 3.2 Material Models -- 4 Results and Discussion -- 5 Conclusion -- References -- Assessment of the Bending Behaviour of RC Beams Under Impact Loads with DIC -- 1 Introduction -- 2 Methodology of the Research -- 2.1 Experimental Setup -- 2.2 Beams Material Characterization. 2.3 Numerical Beam Model Definition. |
Record Nr. | UNINA-9910728939203321 |
Ilki Alper
![]() |
||
Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2023 | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
|