Bilcík / Hudoba / Holly | Reliability Aspects in the Design and Execution of Concrete Structures | Buch | 978-3-03835-526-7 | sack.de

Buch, Englisch, 448 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 890 g

Bilcík / Hudoba / Holly

Reliability Aspects in the Design and Execution of Concrete Structures


Erscheinungsjahr 2016
ISBN: 978-3-03835-526-7
Verlag: Trans Tech Publications

Buch, Englisch, 448 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 890 g

ISBN: 978-3-03835-526-7
Verlag: Trans Tech Publications


This special volume will be useful for wide range scientific researchers and engineers from area of construction materials and structures.
Bilcík / Hudoba / Holly Reliability Aspects in the Design and Execution of Concrete Structures jetzt bestellen!

Weitere Infos & Material


Preface
Chapter 1: Experimental Research of Reinforcement Concrete and Composite Members and Structures
Experimental Verification of the Behavior of Protective Steel Liner of Concrete Containment
Parameter Analysis of the Reinforcement for the Width and Spacing Control of the Early-Age Cracks in Concrete
Deterioration of Concrete by Leaching in Conditions of Long-Term Bending Performance - Simplified Theoretical Approach
Slenderness Influence on the Behavior of Composite Columns
Long-Term Deformations of Strengthened Reinforced Concrete Linear Elements
Strengthening of Short Circular Columns Using FRP Materials - Determining the Effect of Confinement
Nonlinear Response of Approach Slab on Cyclic Loading
Elastic Buckling Moment of Continuous Composite Beams
The Influence of Slab Concreting Sequence on a Continuous Composite Girder Bridge
Composite C-C Columns by Utilizing of UHPFRC
Reliability of Existing Concrete Bridges from the Aspect of the Reinforcement Corrosion
Influence of the Different Factors on Formation of Cracks on the Foundation Slabs, Concrete Pavements and Industrial Floors at an Early Stage - Parametric Study
Secondary Effects of Prestressing at ULS on Hyperstatic Structures
Optimization of a Tunnel Lining Reinforced with FRP
Analysis of the Effect of Elevated Temperature on Reliability of Shear Strengthened Concrete Beams
Determination of Load-Carrying Capacity of Railway Steel and Concrete Composite Bridges
Failure of Slender Concrete Columns of Loss of Stability
Steel Core in Composite Steel-Concrete Columns
Chapter 2: Design, Execution and Monitoring of Concrete Structures
Design and Execution of Watertight Concrete Constructions
Design of Slender Concrete Columns
Minimisation of Water Content in Concrete
Reliability Assessment of Bridge Column under Accidental Impact
Long-Term Effects Monitoring on Prestressed Concrete Bridge
Long-Term Monitoring of Composite Bridge across Odra River on the D47 Freeway
High Performance Concrete for Environmentally Efficient Building Structures
Analysis of Cylindrical Tanks under the Seismic Load
Physical and Chemical State of the Concrete Piers of the Former Franz Joseph Bridge Built in 1891
The Crack Development Mechanism of Prestressed Girder Influenced by Different Bond between Prestressed Tendons and Concrete
Study of Strengthening Flat Slabs against Punching by Additional Column Heads
Numerical Modeling of the Subsoil-Structure Interaction
Determination of the Dynamic Modulus of Elasticity and the Thickness of Concrete Structures by Non-Destructive Methods
Bond of GFRP Reinforcement with Concrete
Repeated Diagnostics of Maintained Prestressed Bridge Structure, Interpretation of Changes in Relation to Durability
Connections in Precast Concrete Elements
Design of Concrete Slabs Reinforcement – Methods of FEM Results Interpretation Incorporating Twisting Moments
Local Stress of Reinforced Concrete Elements
Fire Walls Made from Concrete and Masonry - Barriers against a Fire Spreading
The Quality and Reliability in the Structural Design, Production, Execution and Maintenance of the Precast Residential Buildings in Poland in the Past and Now


Eds. Juraj Bilcik, Igor Hudoba, Ivan Holly


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