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The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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Classification of Steel Connections in IDEA StatiCa Application
Nekut, Tomáš ; Rozman, Jaroslav (referee) ; Zbořil, František (advisor)
The goal of this thesis was to design and implement application which would be able to predict the most suitable connection type of two steel members. This information could be used as a clue by a structural engineer and so make design of steel construction easier for him. Implemented application is able to automatically process finished project files that were created by structural engineers and prepare a data set by extracting features from them. The application is then able to train a neural network on this data set and using it predict suitable connection type of unconnected steel members. The precision of model finally reached 81 %. Prediction of connection types using artificial intelligence is not widely used yet but could work and could be possibly usable as is shown also in this thesis.
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Classification of Steel Connections in IDEA StatiCa Application
Nekut, Tomáš ; Rozman, Jaroslav (referee) ; Zbořil, František (advisor)
The goal of this thesis was to design and implement application which would be able to predict the most suitable connection type of two steel members. This information could be used as a clue by a structural engineer and so make design of steel construction easier for him. Implemented application is able to automatically process finished project files that were created by structural engineers and prepare a data set by extracting features from them. The application is then able to train a neural network on this data set and using it predict suitable connection type of unconnected steel members. The precision of model finally reached 81 %. Prediction of connection types using artificial intelligence is not widely used yet but could work and could be possibly usable as is shown also in this thesis.
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|
|
The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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