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Engineering Real Time Systems: An Object-Oriented by Rolv Braek, Oystein Haugen, Ystein Haugen

By Rolv Braek, Oystein Haugen, Ystein Haugen

Designed to assist readers grasp the complexity of allotted real-time platforms, this quantity concentrates at the technique involved--showing the step by step improvement of a typical method example--from specifications via useful layout and implementation layout, to implementation, checking out, and reuse.

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16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. ), ISBN 978-89-5708-180-8, 2010. , Behaviour of laminated glass beams reinforced with pre-stressed cables. Steel Construction, 7(3), 2014. , Theoretical verification of the reinforced glass beams. Procedia Engineering, 40, 417–422, 2012. , Energy-Efficient Timber-Glass Houses – Green Energy and Technology. London: Springer-Verlag, 2013. EN 572-1. Glass in buildings: basic soda lima silicate glass products – Part 1: definitions and general physical and mechanical properties.

In terms of analytical and FE numerically predicted amplification factors RM, a rather close agreement was generally found between the socollected data, at least for a wide range of geometrical and mechanical configurations of practical interest for structural glass applications with adhesive joints. 17, where data are associated to several joint shear stiffness ky. g. Exp. 17 Comparison between analytical and FE magnifying coefficients RM (Eq. 30) calculated for various glass beam geometries, by changing the lateral restraint stiffness ky.

11. , Exploratory numerical analysis of SG-laminated reinforced glass beams. Engineering Structures, 75, 457–468, 2014. 12. , Structural response of SG-laminated reinforced glass beams; experimental investigations on the effects of glass type, reinforcement percentage and beam size. Engineering Structures, 36, 292–301, 2011. 13. , Post-crack capacity of mechanically reinforced glass beams (MRGB). Fracture Mechanics of Concrete and Concrete Mechanical Behavior and Resistance 14. 15. 16. 17. 18. 19.

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