Sonstiges, Englisch, Band Volume 259, 296 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Solid State Phenomena
Sonstiges, Englisch, Band Volume 259, 296 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Solid State Phenomena
ISBN: 978-3-0357-2105-8
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Methods Considering the Concrete Creep due to ShrinkageNon-Destructive and Destructive Monitoring Methods of Fibre Concrete HomogeneityDetermination of Surface Roughness Parameters by Optical Profilometry and Sand Patch TestAssessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened ConcreteExperimental Analysis of the Proposed Watertight Steel Fibre ConcreteHybrid Cements with Non Silicate ActivatorsModulus of Elasticity in Tension for Concrete and Fibre Reinforced ConcreteMixing of Concretes with Extremely Low Water-Cement RatioDrying Shrinkage of Concrete: Experiments and Numerical ModelsInfluence of Steel Fibres in Steel Fibre Reinforced Concrete on ULS and SLSEvaluation of Three-Point Bending Fracture Tests of Selected Concrete: Crack Initiation and Acoustic Emission ParametersEvaluation of Three-Point Bending Fracture Tests of Selected Concrete: Mechanical Fracture ParametersRoof Structural System Study with Use of UHPCEffect of Temperature Increasing on Deformation Properties of TRCMeasurement of Chloride Permeability in UHPC by Accelerated MethodResidual Material Properties of High Strength Fibre Reinforced Concrete Exposed to Elevated TemperaturesFunctionally Layered Thin Slabs Made from UHPC and ECC CompositesLow-Strength Self-Compacting ConcreteThin Protective Layers Made out of Special ConcretesProposition of a New Conformity Criterion for the Assessment of the Concrete Compressive StrengthAssessment of Load-Bearing Capacity of BridgesLong-Term Monitoring of a UHPC FootbridgeSpatially Curved Cable-Supported Bridge StructuresThe Bridge over the Chomutovka River ValleyShear Resistance of Slabs Subjected to Concentrated LoadsApplication of Precast UHPC Web Members for Long-Span Bridge StructuresThe Approach Slab Experiment - Design and Set up of the ExperimentNon-Linear FEM Analysis of Integral Bridges Transition AreaEffects of Differential Shrinkage in Concrete BridgesJoints of Precast Structures Using UHPCThe Use of Moment-Resisting Frames and Braced Frames for Lateral Stability of Multy-Storey Precast Concrete StructuresStrut-and-Tie Model for Predicting the Punching Shear of Flat Slabs with Shear ReinforcementNonlinear Analysis of Precast Dapped-End BeamsAssessment of the Effects of Wind on Multi-Storey and High-Rise Concrete BuildingContribution of Settlement of a High-Rise Building with Recession in a Ground Plan to Punching ShearAnalysis of the Overall Reliability Slender Concrete ColumnsResistance of Flat Slabs with OpeningsNumerical Modeling of an Existing RC Frame for the Design of Strengthening through Composite MaterialsStructural Fiber Reinforced Concrete ElementsNumerical Simulation on the Aerodynamic Characteristics Effect of Ribs Acting on the Cooling TowerThe Maximum Punching Capacity of Flat SlabsThin Lightweight Panels Made of Textile Reinforced ConcreteUncertainty of Predicting Shear StrengthScrew Connection in Reinforced Concrete Column Joints of Prefabricated StructuresReliability of Existing Concrete Structures Determined with Physical Models - Carbonation Induced CorrosionDemountable Frame Structure with an Elastically Embedded DiaphragmMoment-Rotation Response of Beam-Column Connections in Precast Concrete StructuresConstruction and Static Loading Tests of Experimental Subtle Frame from High Performance Concrete for Energy Efficient Buildings
