PrefaceChapter 1: Advances in ConcreteEvaluation of the Effect of Impregnation Coatings on Concrete ProtectionUsability of the Combination of Fly Ash from Different Species3D Printed Cement Composites TestingComparison of Concrete Mixtures and Alkaline Activated Material with Regard to Selected Properties for Structural DesignReplacement of Fine Aggregates in Fine-Grained Concrete by Waste Material from Cetris Boards ProductionSelected Mechanical Properties of Concrete with Regard to the Type of Steel FibersHigh Performance and Ultra-High Performace Fibre Reinforced Concrete with Stabilized HomogeneityRheological Properties and Segregation of Fresh UHPC with Fibers Affected by Initial Temperature of Concrete MixChapter 2: Concrete Structures and Structural Elements in Modern ConstructionImplementation of Large-Format 3D Façade Components Using Glass Fibre Reinforced Concrete:ČSOB Hradec Králové, C&A Zürich, Illuster UsterAnalysis of Position Effect of Vertical Load-Bearing Elements for Reinforcement of Steel Reinforced Concrete Floor StructuresOptimization of Reinforced Concrete Structures in Terms of Environmental Impacts, Durability and CostTheory of the Second Order for Braced and Bracing ColumnsLimits for the Punching Shear Capacity of the Flat Slabs Reinforced with Transverse ReinforcementTemperature Measurement in Massive Concrete StructuresInvestigations on Blast Performance of Steel-Concrete Composite StructuresDependence of a Steel-concrete-Steel Sandwich Structure Behavior under Pure In-Plane Shear Loading on the Reinforcement RatioExperimental Study of Cast in Anchors Embedded in UHPFRCLoad-Bearing Capacity of Bended FRP Reinforcement with Various Anchorage LengthsAspects Affecting the Quality of Masonry Buildings and Innovations in MasonryProduction of Steel-Concrete Composite UHPFRC Elements for Experimental Tests of the Blast ResistanceThe Impact of Hydration Heat on the Formation of Cracks in Massive Concrete StructuresChapter 3: Innovative Approaches in Bridge EngineeringStatic Analysis of a Fully Composite Modular FootbridgeEffect of External Prestressing on the Stability of a Flat ArchImportant Aspects Influencing the Dynamic Parameters of Slender Pedestrian Bridges Formed by Stress Ribbon StructurePossibilities of Indirect Techniques for Prestressing Analysis of Existing Structures and BridgesExperimental Analysis of Joints in Slender Footbridges from Precast SegmentsCondition Evaluation of Inspected Bridges Built of Prestressed Standardized Precast Girders KA-73 after 40 Years of UseConceptual Design and Sustainable Development