Trends in Statics and Dynamics of Constructions

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