| Description |
1 online resource |
| 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 |
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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 |
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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 |
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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 |
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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 |
| Notes |
Vendor-supplied metadata |
| Subject |
Engineering -- Congresses
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|
TECHNOLOGY & ENGINEERING -- Engineering (General)
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TECHNOLOGY & ENGINEERING -- Reference.
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Engineering.
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| Genre/Form |
Conference papers and proceedings.
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| Form |
Electronic book
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| Author |
Platko, Peter
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| ISBN |
9781315393810 |
|
1315393816 |
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