Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and Technologies, 29 June - 1 July 2016, High Tatras Mountains, Tatranské Matliare, Slovak Republic.
Saved in:
Online Access: |
Full Text (via Taylor & Francis) |
---|---|
Main Author: | |
Other Authors: | |
Format: | eBook |
Language: | English |
Published: |
[Place of publication not identified] :
CRC Press LLC : CRC Press,
2016.
|
Subjects: |
Table of Contents:
- Cover; Half Title; Title Page; Copyright Page; Table of Contents; Committees; Preface; Part A: Computer simulation and modeling, Mechanics and dynamics, and Reliability and durability of structures; Drift design approach for steel tall buildings according to Eurocode 3; Weldability estimation of steels for hot work by the CCT diagrams; Resistance of flat slabs by different applications of concentrated load; Parameters of various timber-concrete composite connection systems.
- Plastic resistance of IPE-section to interaction of bending internal forces My, Ed, Vz, Ed and torsion internal forces BEd, T., Ed and Tt, EdPlastic resistance of H-section to interaction of bending moment My, Ed and bimoment BEd; Experimental investigations of glass plates; The reliability of slender concrete columns subjected to a loss of stability; The cracking of prestressed girders influenced by decreased bond of tendons; EUGLI imperfection method for columns with varying cross-sectional parameters
- numerical solution; Analysis of passive and active Levy cable dome.
- Application of system identification on a steel footbridge across the Little Danube RiverNon-linear analysis of concrete slender columns; Numerical solution for rotational stiffness of RHS tubular joints; Overall imperfection method for beam-columns; Punching resistance of column basis; Identifying the causes of failure using Bayesian networks; Risk-based target reliability; Experimental analysis of a composite steel-concrete slab; Reduction of computational operations in the DOProC method; Optimum design of a cellular shell structure of a belt-conveyor bridge.
- Analysis of stress inside the sandwich composite structureResistance of timber structures exposed to fire; Local buckling of rectangular steel tubes filled with concrete; Experimental study of a four-point bending test on CLT deep beams; Aerodynamic analysis and improvements of a solar car; Evaluation of fibre-reinforced polymer perfobond rib shear connector resistance tests; In plane buckling of frames with laced built-up members; Contact model of the fibre-matrix debonding coupling the interface damage and friction; Strain of elements reinforced by GFRP at elevated temperatures.
- Design and realization of composite timber-concrete beamsAn investigation of glued connections with acrylate adhesives; The maximum punching shear resistance of flat slabs; Verification of experiment of vacuum loading on slab; Constitutive equations for selected rheological models in linear viscoelasticity; Simulation modeling in pipeline safety assessment; Analysis of secondary effects due to prestressing at continuous concrete beams at ultimate limit state; Adaptive tensegrity module: Description of an adaptation process; Dynamic identification of composite beam pedestrian bridges.