Buch, Englisch, 350 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 750 g
ISBN: 978-3-03835-485-7
Verlag: Trans Tech Publications
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Preface, Scientific Committee and Conference Organizer
Chapter 1: Statics and Stability of Civil Structures
Sensitivity Analysis of Stress State of Welded Tanks
Effect of Inclination of Columns on the Change of the Stiffness of a High-Rise Building
Problems Connected with the Application of Lamella Flanges in Steel Bridge Construction
Specific Aspects of Tensile Structures
Historical Timber Structures with Selected Joints
Influence of the Load-Bearing System of a High-Rise Building on its Stiffness
Elastic Critical Force for Torsional-Flexural Buckling of Metal Members with Mono-Symmetric Cross-Sections
Effect of a Bending Stiffness on the Load-Displacement Path of Von Mises Truss
Elastic Buckling and Post-Buckling of Von Mises Planar Trusses
Comparison of Analytical and FEM Solutions of the Contact Tasks of Foundation - Subsoil Interaction
Bended Pile and the Layered Subsoil
Effect of Non-Uniform Temperature Distribution over the Cross-Section in Steel Frame Structure
Static Analysis of Load-Bearing Structure of a Transparent Roof
Design Optimization and Modal Analysis of 3-D Lattice Plate
Foundation Plate Optimization
Effect of a Nonlinear Term in a Strain-Displacement Relationship on the Load-Displacement Path of Von Mises Truss
Application of Fuzzy Set Theory to the Serviceability Limit State of a Steel Beam under Bending
Analysis of Reinforced Concrete Slab Structures
Integral Representation of Constitutive Equations in Linear Theory of Viscoelasticity
Stiffness of Reinforced Concrete Frame Joint
Stability Prediction of Intensification of the Lime Sludge Impoundment
Effective Areas of Internal and Outstand Elements under Compression Stress Lower than the Yield Strength
Probability Analysis of a Composite Steel and Concrete Column Loaded by Fire
Numerical Analysis of the Influence of the Parameter of Ductility of Reinforcing Steel on the Behaviour of Narrow Three-Span Reinforced Concrete Slabs from the Point of View of Experimental Investigations
Numerical Analysis of the Influence of the Parameter of Ductility of Reinforcing Steel on the Behaviour of Single-Span Reinforced Concrete Beams from the Viewpoint of Experimental Investigations
Experimental Investigation and Theoretical Analysis of Polystyrene Panels with Load Bearing Thin-Walled Cold-Formed Elements
Investigation of Residual Stresses in Thin-Walled Structure and Slender Web
Chapter 2: Dynamics and Wind Engineering
Numerical and Experimental Modelling of an Air Flow Field in the Chamber of a Rectangular Cross-Section Contraction
Different Approaches to Modeling of Proportional Damping
Wind Load of a Curved Circular Cylinder Structures
Analysis of Footbridges under Human Induced Loads
Experimental and Numerical Determination of Wind Pressure Distribution on an Object with Atypical Form
Experience with Structural Damage Identification of an Experimental Bridge Model
Diagnostics of an Existing Cable-Stayed Bridge by Means of the Dynamic Load Test
Consideration of Cover Layer of Concrete by Nonlinear Sectional Analysis
Modeling of a Filled Cylindrical Tank and the Dynamic Analysis of its Eigenfrequencies
Determination of Eigenfrequencies of Steel Cylindrical Storage Tank
Comparison of Natural Frequencies of Hollow Core Slabs
3-D CFD Simulation of the Airflow over a Gable Roof with Different Elevations
Risk Assessment of Safety Analysis of NPP Structures due to Earthquake Events
Influence of Mesh Option "PATTERN" for Fluid Region Using Finite Element Method
Numerical Analysis of Reinforcing Bars in the Support Zone of Central Slab-Column Connections Subjected to Eccentric Tension
Numerical and Experimental Assessment of the Highway Arch Viaduct
Efficiency of Dynamic Relaxation Method in Form-Finding Process of Cable-Membrane Structures
Influence Imperfections on the Difference between the Numerical and Experimental Investigations of a Punching in the Central Slab-Column Connections of RC Structures
Chapter 3: Problems in Material Engineering
Analysis and Recommendations about EN1992-1-1 Formulas for Limiting the Span/Depth Ratio
Analysis of Durability of High Performance and Ordinary Concrete Mixtures with Respect to Chlorides
The Creep of the Cement Mortar with Relation of Cement and Sand in Same Relation
Composite Slabs with Prepressed Embossments – Longitudinal Shear Resistance
Influence of Type of Contact of RC Beam and Strengthening Slab on Limit States of Strengthened Element
Using Thermo-Steel Panels as Wall Bearing Structure
Effect of Fibre Type in Concrete on Crack Initiation
Composite Laminates under Hygrothermal Environment
Numerical Modeling of Laminated Glass Units
Software Modelling of Composite Steel and Concrete Structures
Optimal Design of Structures Made of Fiber Reinforced Concrete
Experiment and Elastic-Plastic Modelling of the IPN160 Beam
