Bilc?k / Hudoba / Holl? | Reliability Aspects in the Design and Execution of Concrete Structures | Sonstiges | 978-3-03859-311-9 | sack.de

Sonstiges, Englisch, Band Volume 691, 448 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g

Reihe: Key Engineering Materials

Bilc?k / Hudoba / Holl?

Reliability Aspects in the Design and Execution of Concrete Structures

Sonstiges, Englisch, Band Volume 691, 448 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g

Reihe: Key Engineering Materials

ISBN: 978-3-03859-311-9
Verlag: Trans Tech Publications


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

Weitere Infos & Material


Experimental Verification of the Behavior of Protective Steel Liner of Concrete ContainmentParameter Analysis of the Reinforcement for the Width and Spacing Control of the Early-Age Cracks in ConcreteDeterioration of Concrete by Leaching in Conditions of Long-Term Bending Performance - Simplified Theoretical ApproachSlenderness Influence on the Behavior of Composite ColumnsLong-Term Deformations of Strengthened Reinforced Concrete Linear ElementsStrengthening of Short Circular Columns Using FRP Materials - Determining the Effect of ConfinementNonlinear Response of Approach Slab on Cyclic LoadingElastic Buckling Moment of Continuous Composite BeamsThe Influence of Slab Concreting Sequence on a Continuous Composite Girder BridgeComposite C-C Columns by Utilizing of UHPFRCReliability of Existing Concrete Bridges from the Aspect of the Reinforcement CorrosionInfluence of the Different Factors on Formation of Cracks on the Foundation Slabs, Concrete Pavements and Industrial Floors at an Early Stage - Parametric StudySecondary Effects of Prestressing at ULS on Hyperstatic StructuresOptimization of a Tunnel Lining Reinforced with FRPAnalysis of the Effect of Elevated Temperature on Reliability of Shear Strengthened Concrete BeamsDetermination of Load-Carrying Capacity of Railway Steel and Concrete Composite BridgesFailure of Slender Concrete Columns of Loss of StabilitySteel Core in Composite Steel-Concrete ColumnsDesign and Execution of Watertight Concrete ConstructionsDesign of Slender Concrete ColumnsMinimisation of Water Content in ConcreteReliability Assessment of Bridge Column under Accidental ImpactLong-Term Effects Monitoring on Prestressed Concrete BridgeLong-Term Monitoring of Composite Bridge across Odra River on the D47 FreewayHigh Performance Concrete for Environmentally Efficient Building StructuresAnalysis of Cylindrical Tanks under the Seismic LoadPhysical and Chemical State of the Concrete Piers of the Former Franz Joseph Bridge Built in 1891The Crack Development Mechanism of Prestressed Girder Influenced by Different Bond between Prestressed Tendons and ConcreteStudy of Strengthening Flat Slabs against Punching by Additional Column HeadsNumerical Modeling of the Subsoil-Structure InteractionDetermination of the Dynamic Modulus of Elasticity and the Thickness of Concrete Structures by Non-Destructive MethodsBond of GFRP Reinforcement with ConcreteRepeated Diagnostics of Maintained Prestressed Bridge Structure, Interpretation of Changes in Relation to DurabilityConnections in Precast Concrete ElementsDesign of Concrete Slabs Reinforcement ? Methods of FEM Results Interpretation Incorporating Twisting MomentsLocal Stress of Reinforced Concrete ElementsFire Walls Made from Concrete and Masonry - Barriers against a Fire SpreadingThe 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


Ihre Fragen, Wünsche oder Anmerkungen
Vorname*
Nachname*
Ihre E-Mail-Adresse*
Kundennr.
Ihre Nachricht*
Lediglich mit * gekennzeichnete Felder sind Pflichtfelder.
Wenn Sie die im Kontaktformular eingegebenen Daten durch Klick auf den nachfolgenden Button übersenden, erklären Sie sich damit einverstanden, dass wir Ihr Angaben für die Beantwortung Ihrer Anfrage verwenden. Selbstverständlich werden Ihre Daten vertraulich behandelt und nicht an Dritte weitergegeben. Sie können der Verwendung Ihrer Daten jederzeit widersprechen. Das Datenhandling bei Sack Fachmedien erklären wir Ihnen in unserer Datenschutzerklärung.