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Table of Contents
Intro
Preface
Organization
Editorial Board/Scientific Commitee
Contents
About Editor-in-Chief
Design Reliability of the Bearing Capacity of the Reinforced Concrete Structures on the Shear
1 Introduction
2 Numerical Experiment Technique
3 Results and Discussion
3.1 Factors Determining the Variability of the Bearing Capacity of Oblique Sections of Reinforced Concrete Structures
3.2 Recommendations for Regulating the Design Reliability of Reinforced Concrete Structures by the Bearing Capacity on the Shear Resistance
4 Conclusions
References
Determination of Parameters of Dispersed Reinforcement of the Flexible Reinforced Concrete Elements to Increase Their Crack Resistance
1 The State of the Issue and the Purpose of the Study
2 Numerical Mathematically Planned Experiment
2.1 Conditions for Planning a Numerical Experiment
2.2 The Determination of the Initial Parameters of the Experiment
3 Mathematical Models for Determining the Tensile Strength of Steel Fiber Reinforced Concrete and the Moment of Cracking in Beams and Their Analysis
4 Conclusions
References
Calculation of Eccentrically Compressed RC Columns Strengthened by CFRP Under Different Load Level
1 Introduction
2 Materials and Methods
3 Results and Discussion
4 Conclusions
References
Prestress Losses of Steel-Concrete Beams with Different Percent of Reinforcement
1 Introduction
2 Research Methodology
3 Test Specimen Description and Material Properties
4 Results and Discussion
5 Conclusions
References
Experimental Research of Damaged Clay Solid-Brick Masonry Strengthened with GFRP Wrapping
1 Introduction
2 Materials and Methods
2.1 Materials Used in Research
2.2 Methods of Investigation
3 Results and Discussions
4 Conclusions
References
The Concept of Green Industrial Zones
1 Introduction
2 Methods
2.1 Research Methodology
2.2 Case Study, City of Kosice
2.3 Nature-Based Solutions
3 Results
4 Conclusions
References
The Bearing-Capacity of Precast Beams with Vertical Contact Plane
1 Introduction
2 Materials and Methods
3 Results and Discussion
3.1 Strength and Deformation Characteristics of Concretes and Their Contact Strength
3.2 Strength and Deformation Characteristics of Concretes and Their Contact Strength
3.3 Strength and Deformation Characteristics of Concretes and Their Contact Strength
4 The Conclusions
References
Energy Climate Security and Energy Supply Systems of the Building Stock
1 Introduction
2 Features of Global Climate Change
3 Energy and Climate Security
4 Carbon-Free Building Stock ESS as a Means of Achieving Energy and Climate Security
4.1 EU Energy Policy in the Building Stock and Energy Climate Security
Preface
Organization
Editorial Board/Scientific Commitee
Contents
About Editor-in-Chief
Design Reliability of the Bearing Capacity of the Reinforced Concrete Structures on the Shear
1 Introduction
2 Numerical Experiment Technique
3 Results and Discussion
3.1 Factors Determining the Variability of the Bearing Capacity of Oblique Sections of Reinforced Concrete Structures
3.2 Recommendations for Regulating the Design Reliability of Reinforced Concrete Structures by the Bearing Capacity on the Shear Resistance
4 Conclusions
References
Determination of Parameters of Dispersed Reinforcement of the Flexible Reinforced Concrete Elements to Increase Their Crack Resistance
1 The State of the Issue and the Purpose of the Study
2 Numerical Mathematically Planned Experiment
2.1 Conditions for Planning a Numerical Experiment
2.2 The Determination of the Initial Parameters of the Experiment
3 Mathematical Models for Determining the Tensile Strength of Steel Fiber Reinforced Concrete and the Moment of Cracking in Beams and Their Analysis
4 Conclusions
References
Calculation of Eccentrically Compressed RC Columns Strengthened by CFRP Under Different Load Level
1 Introduction
2 Materials and Methods
3 Results and Discussion
4 Conclusions
References
Prestress Losses of Steel-Concrete Beams with Different Percent of Reinforcement
1 Introduction
2 Research Methodology
3 Test Specimen Description and Material Properties
4 Results and Discussion
5 Conclusions
References
Experimental Research of Damaged Clay Solid-Brick Masonry Strengthened with GFRP Wrapping
1 Introduction
2 Materials and Methods
2.1 Materials Used in Research
2.2 Methods of Investigation
3 Results and Discussions
4 Conclusions
References
The Concept of Green Industrial Zones
1 Introduction
2 Methods
2.1 Research Methodology
2.2 Case Study, City of Kosice
2.3 Nature-Based Solutions
3 Results
4 Conclusions
References
The Bearing-Capacity of Precast Beams with Vertical Contact Plane
1 Introduction
2 Materials and Methods
3 Results and Discussion
3.1 Strength and Deformation Characteristics of Concretes and Their Contact Strength
3.2 Strength and Deformation Characteristics of Concretes and Their Contact Strength
3.3 Strength and Deformation Characteristics of Concretes and Their Contact Strength
4 The Conclusions
References
Energy Climate Security and Energy Supply Systems of the Building Stock
1 Introduction
2 Features of Global Climate Change
3 Energy and Climate Security
4 Carbon-Free Building Stock ESS as a Means of Achieving Energy and Climate Security
4.1 EU Energy Policy in the Building Stock and Energy Climate Security