Buch, Englisch, 296 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 640 g
Buch, Englisch, 296 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 640 g
ISBN: 978-3-0357-1105-9
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Preface, Scientific Committee
Chapter 1: Conventional and Special Concretes
Methods Considering the Concrete Creep due to Shrinkage
Non-Destructive and Destructive Monitoring Methods of Fibre Concrete Homogeneity
Determination of Surface Roughness Parameters by Optical Profilometry and Sand Patch Test
Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete
Experimental Analysis of the Proposed Watertight Steel Fibre Concrete
Hybrid Cements with Non Silicate Activators
Modulus of Elasticity in Tension for Concrete and Fibre Reinforced Concrete
Mixing of Concretes with Extremely Low Water-Cement Ratio
Drying Shrinkage of Concrete: Experiments and Numerical Models
Influence of Steel Fibres in Steel Fibre Reinforced Concrete on ULS and SLS
Evaluation of Three-Point Bending Fracture Tests of Selected Concrete: Crack Initiation and Acoustic Emission Parameters
Evaluation of Three-Point Bending Fracture Tests of Selected Concrete: Mechanical Fracture Parameters
Roof Structural System Study with Use of UHPC
Effect of Temperature Increasing on Deformation Properties of TRC
Measurement of Chloride Permeability in UHPC by Accelerated Method
Residual Material Properties of High Strength Fibre Reinforced Concrete Exposed to Elevated Temperatures
Functionally Layered Thin Slabs Made from UHPC and ECC Composites
Low-Strength Self-Compacting Concrete
Thin Protective Layers Made out of Special Concretes
Proposition of a New Conformity Criterion for the Assessment of the Concrete Compressive Strength
Chapter 2: Bridge Engineering
Assessment of Load-Bearing Capacity of Bridges
Long-Term Monitoring of a UHPC Footbridge
Spatially Curved Cable-Supported Bridge Structures
The Bridge over the Chomutovka River Valley
Shear Resistance of Slabs Subjected to Concentrated Loads
Application of Precast UHPC Web Members for Long-Span Bridge Structures
The Approach Slab Experiment - Design and Set up of the Experiment
Non-Linear FEM Analysis of Integral Bridges Transition Area
Effects of Differential Shrinkage in Concrete Bridges
Joints of Precast Structures Using UHPC
Chapter 3: Structural Elements and Systems
The Use of Moment-Resisting Frames and Braced Frames for Lateral Stability of Multy-Storey Precast Concrete Structures
Strut-and-Tie Model for Predicting the Punching Shear of Flat Slabs with Shear Reinforcement
Nonlinear Analysis of Precast Dapped-End Beams
Assessment of the Effects of Wind on Multi-Storey and High-Rise Concrete Building
Contribution of Settlement of a High-Rise Building with Recession in a Ground Plan to Punching Shear
Analysis of the Overall Reliability Slender Concrete Columns
Resistance of Flat Slabs with Openings
Numerical Modeling of an Existing RC Frame for the Design of Strengthening through Composite Materials
Structural Fiber Reinforced Concrete Elements
Numerical Simulation on the Aerodynamic Characteristics Effect of Ribs Acting on the Cooling Tower
The Maximum Punching Capacity of Flat Slabs
Thin Lightweight Panels Made of Textile Reinforced Concrete
Uncertainty of Predicting Shear Strength
Screw Connection in Reinforced Concrete Column Joints of Prefabricated Structures
Reliability of Existing Concrete Structures Determined with Physical Models - Carbonation Induced Corrosion
Chapter 4: Progressive Structure Systems
Demountable Frame Structure with an Elastically Embedded Diaphragm
Moment-Rotation Response of Beam-Column Connections in Precast Concrete Structures
Construction and Static Loading Tests of Experimental Subtle Frame from High Performance Concrete for Energy Efficient Buildings
