Sonstiges, Englisch, Band Volume 769, 350 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Sonstiges, Englisch, Band Volume 769, 350 Seiten, Format (B × H): 125 mm x 142 mm, Gewicht: 200 g
Reihe: Applied Mechanics and Materials
ISBN: 978-3-03859-266-2
Verlag: Trans Tech Publications
The 57 papers are grouped as follows:
Chapter 1: Statics and Stability of Civil Structures;
Chapter 2: Dynamics and Wind Engineering; Chapter 3: Problems in Material Engineering
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Sensitivity Analysis of Stress State of Welded TanksEffect of Inclination of Columns on the Change of the Stiffness of a High-Rise BuildingProblems Connected with the Application of Lamella Flanges in Steel Bridge ConstructionSpecific Aspects of Tensile StructuresHistorical Timber Structures with Selected JointsInfluence of the Load-Bearing System of a High-Rise Building on its StiffnessElastic Critical Force for Torsional-Flexural Buckling of Metal Members with Mono-Symmetric Cross-SectionsEffect of a Bending Stiffness on the Load-Displacement Path of Von Mises TrussElastic Buckling and Post-Buckling of Von Mises Planar TrussesComparison of Analytical and FEM Solutions of the Contact Tasks of Foundation - Subsoil InteractionBended Pile and the Layered SubsoilEffect of Non-Uniform Temperature Distribution over the Cross-Section in Steel Frame StructureStatic Analysis of Load-Bearing Structure of a Transparent RoofDesign Optimization and Modal Analysis of 3-D Lattice PlateFoundation Plate OptimizationEffect of a Nonlinear Term in a Strain-Displacement Relationship on the Load-Displacement Path of Von Mises TrussApplication of Fuzzy Set Theory to the Serviceability Limit State of a Steel Beam under BendingAnalysis of Reinforced Concrete Slab StructuresIntegral Representation of Constitutive Equations in Linear Theory of ViscoelasticityStiffness of Reinforced Concrete Frame JointStability Prediction of Intensification of the Lime Sludge ImpoundmentEffective Areas of Internal and Outstand Elements under Compression Stress Lower than the Yield StrengthProbability Analysis of a Composite Steel and Concrete Column Loaded by FireNumerical 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 InvestigationsNumerical 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 InvestigationsExperimental Investigation and Theoretical Analysis of Polystyrene Panels with Load Bearing Thin-Walled Cold-Formed ElementsInvestigation of Residual Stresses in Thin-Walled Structure and Slender WebNumerical and Experimental Modelling of an Air Flow Field in the Chamber of a Rectangular Cross-Section ContractionDifferent Approaches to Modeling of Proportional DampingWind Load of a Curved Circular Cylinder StructuresAnalysis of Footbridges under Human Induced LoadsExperimental and Numerical Determination of Wind Pressure Distribution on an Object with Atypical FormExperience with Structural Damage Identification of an Experimental Bridge ModelDiagnostics of an Existing Cable-Stayed Bridge by Means of the Dynamic Load TestConsideration of Cover Layer of Concrete by Nonlinear Sectional AnalysisModeling of a Filled Cylindrical Tank and the Dynamic Analysis of its EigenfrequenciesDetermination of Eigenfrequencies of Steel Cylindrical Storage TankComparison of Natural Frequencies of Hollow Core Slabs3-D CFD Simulation of the Airflow over a Gable Roof with Different ElevationsRisk Assessment of Safety Analysis of NPP Structures due to Earthquake EventsInfluence of Mesh Option "PATTERN" for Fluid Region Using Finite Element MethodNumerical Analysis of Reinforcing Bars in the Support Zone of Central Slab-Column Connections Subjected to Eccentric TensionNumerical and Experimental Assessment of the Highway Arch ViaductEfficiency of Dynamic Relaxation Method in Form-Finding Process of Cable-Membrane StructuresInfluence Imperfections on the Difference between the Numerical and Experimental Investigations of a Punching in the Central Slab-Column Connections of RC StructuresAnalysis and Recommendations about EN1992-1-1 Formulas for Limiting the Span/Depth RatioAnalysis of Durability of High Performance and Ordinary Concrete Mixtures with Respect to ChloridesThe Creep of the Cement Mortar with Relation of Cement and Sand in Same RelationComposite Slabs with Prepressed Embossments ? Longitudinal Shear ResistanceInfluence of Type of Contact of RC Beam and Strengthening Slab on Limit States of Strengthened ElementUsing Thermo-Steel Panels as Wall Bearing StructureEffect of Fibre Type in Concrete on Crack InitiationComposite Laminates under Hygrothermal EnvironmentNumerical Modeling of Laminated Glass UnitsSoftware Modelling of Composite Steel and Concrete StructuresOptimal Design of Structures Made of Fiber Reinforced ConcreteExperiment and Elastic-Plastic Modelling of the IPN160 Beam
