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National Repository of Grey Literature 2 records found  Search took 0.00 seconds. 
Static analysis of the cross-section of the lock chamber
 Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
Detailed record
Static analysis of the cross-section of the lock chamber
 Skalník, Stanislav ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor‘s thesis deals with static solutions of the lock chamber. Background for this work were static calculations according to safety levels and drawing documentation of the actual structure. Goal is to evaluate the existing solution of the walls and the bottom of the chamber in selected sections based on the internal forces of the wall model created in the SCIA Engineer. Following with global analysis of a nonlinear model reinforced with the main load-bearing reinforcement according to the original design created in the Idea StatiCa Detail. The second part of this work was the design of an alternative solution of the chamber with a type of rib walls with dimensionability verification. Suggestion of the main wall reinforcement and reinforcement of the most stressed rib. Furthermore a comparison with the original solution from the point of view of deformation, material savings and subsequent assessment of the chamber leaching. Static calculations of both variants, drawings of the used reinforcement for the nonlinear model and drawings of an alternative solution containing the shape and schemes of the wall and rib reinforcement are included.
Detailed record

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