Home > Search Results: keywords:"two-sided cantilever"
Search:
Search Tips :: Advanced Search
Search collections:
Sort by: Display results: Output format:
National Repository of Grey Literature 2 records found  Search took 0.00 seconds. 
Bus terminal building - static analysis
 Fišman, David ; Jurík,, Michal (referee) ; Zich, Miloš (advisor)
The master's thesis deals with the construction and design solution of the bus terminal project in Liberec. The building consists of three floors with different functions. In terms of structural shape, the entire length of the building consists of a cross-section of a two-storey, asymmetrical cantilever suspended on both sides. The main load-bearing structure of the roof contributes along its entire circumference to the load-bearing capacity of the lower ceiling by a system of ties. The design was defined by a feasibility study of the project, which established the concept of the appearance of the structure. The main target of the thesis was to design the solution of the load-bearing structure and then perform static analysis, dimensioning and assessment by the method of limit states according to the corresponding ČSN EN. The solution of the construction consists mainly of reinforced concrete elements which are suitably combined with steel parts. Elements of reinforced concrete are designed as monolitic or prefabricated. For the most loaded two-sided cantilever was designed reinforced concrete variant and prestressed variant. The thesis was made in its extent in a BIM compatible design.
Detailed record
Bus terminal building - static analysis
 Fišman, David ; Jurík,, Michal (referee) ; Zich, Miloš (advisor)
The master's thesis deals with the construction and design solution of the bus terminal project in Liberec. The building consists of three floors with different functions. In terms of structural shape, the entire length of the building consists of a cross-section of a two-storey, asymmetrical cantilever suspended on both sides. The main load-bearing structure of the roof contributes along its entire circumference to the load-bearing capacity of the lower ceiling by a system of ties. The design was defined by a feasibility study of the project, which established the concept of the appearance of the structure. The main target of the thesis was to design the solution of the load-bearing structure and then perform static analysis, dimensioning and assessment by the method of limit states according to the corresponding ČSN EN. The solution of the construction consists mainly of reinforced concrete elements which are suitably combined with steel parts. Elements of reinforced concrete are designed as monolitic or prefabricated. For the most loaded two-sided cantilever was designed reinforced concrete variant and prestressed variant. The thesis was made in its extent in a BIM compatible design.
Detailed record

Interested in being notified about new results for this query?
Subscribe to the RSS feed.
Digital Repository :: Search :: Submit :: Personalize :: Help
Powered by Invenio v1.1.2
Maintained by admin.invenio@techlib.cz
This site is also available in the following languages:
Česky  English