Advances in Smart Materials and Innovative Buildings Construction Systems : Proceedings of the 4th International Conference on Advanced Technologies for Humanity (ICATH'2022)

• Autore: Mosallam Ayman S
• Pubblicazione: Cham : , : Springer, , 2024; ©2023
• Edizione: 1st ed.
• Descrizione fisica: 1 online resource (262 pages)
• Altri autori: El BhiriBrahim KarbhariVistasp M SaadehShadi
• Nota di contenuto: Intro -- Contents -- Part I Reinforced Concrete and Masonry Structures -- 1 Assessment and Calibration of the ACI Punching Shear Resistance of LW Slabs Using Reliability Methods -- 1.1 Introduction -- 1.2 The ACI -- 1.3 Previously Tested LWRCS -- 1.4 Reliability Analysis -- 1.5 Variability of the ACI Resistance Model -- 1.6 Analysis -- 1.7 Conclusions -- References -- 2 Evaluation of Damage Caused by Soil Settlements in a Historical Masonry Building -- 2.1 Introduction -- 2.2 Description of the Historical Building -- 2.3 Numerical Model of the Building -- 2.4 Numerical Analyses -- 2.4.1 Modal Response -- 2.4.2 Damage Condition -- 2.5 Conclusion -- References -- 3 Critical Shear Crack Theory for Shear Strength of Elements Subjected to Tension or Reinforced with FRP -- 3.1 Introduction -- 3.2 (CSCT) The Critical Shear Crack Theory -- 3.3 ECSCT for FRP-Reinforced Slender Elements Under Shear -- 3.4 ECSCT for Non-slender FRP-Reinforced Elements Under Shear -- 3.5 Model Validation -- 3.6 Concluding Remarks -- References -- 4 Large-Scale Shake Table Tests on Pounding Response of RC Buildings -- 4.1 Introduction -- 4.2 Experimental Study -- 4.2.1 Test Specimen and Experimental Setup -- 4.2.2 Instrumentation -- 4.2.3 Test Procedures -- 4.3 Results and Discussions -- 4.4 Conclusions -- References -- 5 The Effect of Earthquake Damages Created by Shaking Table Tests on Dynamic Characteristics of Masonry Structures -- 5.1 Introduction -- 5.2 Experimental Campaign -- 5.3 Results and Discussion -- 5.3.1 Ambient Vibration Test -- 5.3.2 Finite Element Modeling -- References -- Part II Fiber Reinforced Polymeric (FRP) Composite Structures -- 6 Numerical Modeling of DCB Mode 1 Delamination Propagation in Composite Laminates Using Cohesive Zone Model -- 6.1 Introduction -- 6.2 Numerical Simulation Method -- 6.2.1 Cohesive Zone Method. ; 6.2.2 Modeling of Delamination in Composites Materials -- 6.3 Results and Discussion -- 6.4 Conclusion -- References -- 7 Durability of High-Performance Fiber Reinforced Cementitious Composites Subjected to Freeze-Thaw Cycles -- 7.1 Introduction -- 7.2 Experimental Campaign -- 7.2.1 Raw Materials and Preparation of Specimens -- 7.2.2 Test Methods and Procedure -- 7.2.3 Experimental Results -- 7.3 Numerical Modelling -- 7.4 Conclusion -- References -- 8 Numerical Simulation of Fatigue Delamination Growth of Adhesively-Bonded Pultruded GFRP Double Cantilever Beam Joints Under Mode I Loading -- 8.1 Introduction -- 8.2 Determination of Fatigue Delamination Parameters -- 8.2.1 Experimental Details in the Literature -- 8.2.2 Processing of Experimental Data -- 8.3 Numerical Simulation of DCB Fatigue Delamination Growth -- 8.3.1 Finite Element Model -- 8.3.2 Debond Technique -- 8.4 Experimental Results and Discussion -- 8.5 Conclusions -- References -- 9 Fire Damage Prevention Using Innovative Insulation Systems -- 9.1 Introduction -- 9.2 Methodology -- 9.2.1 Fabrication and Strengthening -- 9.2.2 Insulation Types and Application Procedures -- 9.2.3 Temperature Tests and Measurements -- 9.2.4 Uniaxial Compression Tests -- 9.3 Conclusion -- References -- Part III Smart Building Systems -- 10 Importance of Parametric Modeling in New Generation Civil Engineering Projects -- 10.1 Introduction -- 10.2 Parametric Modeling -- 10.3 Tribune Design and Analysis with Parametric Modeling Method -- References -- 11 Beyond Codes: Enhancing Infrastructure Resilience Through Creative Design -- 11.1 Introduction -- 11.2 Objectives -- 11.3 Background -- 11.3.1 Disaster Data -- 11.3.2 Climate Change -- 11.3.3 Urbanization -- 11.3.4 Infrastructure Interdependency -- 11.4 UN Action -- 11.5 Creative Design Examples -- 11.5.1 Resilient Drinking Water Supply. ; 11.5.2 Dual Use Structures -- 11.5.3 Protecting Transportation Infrastructure -- 11.5.4 Managing Highway Flooding -- 11.5.5 Earthquake Mitigation -- 11.6 Resilience Enhancing Policies -- 11.7 Concluding Remarks -- References -- 12 Punching Shear Strength of FRP-Reinforced-Concrete Using a Machine Learning Model -- 12.1 Introduction -- 12.2 Machine Learning Model -- 12.2.1 Support Vector Machine (SVM) Model -- 12.2.2 Ensemble Boosted Machine -- 12.2.3 Results and Discussions -- 12.3 Effect of Various Parameters on Punching Shear Strength of FRP-Reinforced Concrete Elements -- 12.3.1 Versus Size -- 12.3.2 Versus Flexure Reinforcement Ratio -- 12.3.3 Versus Concrete Compressive Strength -- 12.3.4 Versus Modulus of Elasticity -- 12.4 Summary and Conclusions -- References -- 13 Structural Collapse Visualization Using Blender and BCB -- 13.1 Introduction -- 13.2 Blender and BCB -- 13.2.1 The Benefits and Drawbacks in Terms of Collapse Simulations -- 13.2.2 Bullet Physics Engine -- 13.2.3 Blender Softwares -- 13.2.4 BCB -- 13.2.5 Fracture Modifier -- 13.3 Collapse Visualization and Conclusion -- 13.4 Conclusion -- References -- Part IV Mechanical Performance of Composite Structural Systems -- 14 FRP-RC Slabs Under Punching Shear: Assessment of Existing Models -- 14.1 Introduction -- 14.2 Simplified Strength Models -- 14.3 Tested Database Profile -- 14.4 Evaluation of Chosen Models -- 14.4.1 Effective Depth -- 14.4.2 Concrete Compression Strength -- 14.4.3 Ratio of Flexure Reinforcement -- 14.4.4 Young's Modulus -- 14.4.5 Ratio of Depth to Control Perimeter -- 14.4.6 Span-to-Depth Ratio for Shear -- 14.5 Future Research -- 14.6 Conclusions -- References -- 15 Assessment of Compression Design of CFST -- 15.1 Introduction -- 15.2 Brief Recount of Experimental Testing -- 15.2.1 General -- 15.2.2 Studied Parameters -- 15.2.3 Testing Program. ; 15.3 Comparisons of Axial Loads of CFST Columns -- 15.4 Discussion -- 15.5 Conclusions -- References -- 16 Evaluation of Early-Age Cracking in Arch Feet of PC Girder-CFST Arch Rib Composite Bridge -- 16.1 Introduction -- 16.2 Prototype Bridge Description -- 16.3 Determinations of Internal Forces in CFST Arch Feet -- 16.4 Assessment of Early-Age Cracking Performance of CFST Arch Feet -- 16.4.1 Simulation of Temperature Field in CFST Arch Field -- 16.4.2 Local Temperature Stress in CFST Arch Foot -- 16.5 Conclusions -- References -- 17 Torsion Strength of Concrete Beams with Steel Fibers, Lightweight, or FRP: Data Driven Code Appraisal -- 17.1 Introduction -- 17.2 Model Development -- 17.2.1 Lightweight Concrete -- 17.2.2 Steel Fibered Concrete -- 17.2.3 FRP Reinforced Concrete Beams -- 17.3 Model Validation -- 17.3.1 Lightweight -- 17.3.2 Steel Fibered Concrete -- 17.3.3 FRP Reinforced Concrete Beams -- 17.4 Conclusions -- References -- 18 Use of Recycled Waste Additives to Reduce Moisture Damage in Asphalt Mixes -- 18.1 Background -- 18.2 Materials -- 18.2.1 Aggregates -- 18.2.2 Binder -- 18.2.3 Hot Mix Asphalt -- 18.3 HMA Testing and Results -- 18.3.1 Tensile Strength Ratio (TSR) -- 18.4 Cost Analysis -- 18.5 Conclusion -- References.
• Titolo autorizzato: Advances in Smart Materials and Innovative Buildings Construction Systems
• ISBN: 3-031-47428-7
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910767530803321
• Lo trovi qui: Univ. Federico II
• Serie: Sustainable Civil Infrastructures Series