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The multipurpose building in Plzeň
Perhalová, Anna ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is design and static assessment of timber load bearing structure of multipurpose building in Plzeň. It is cupola consited of two radial curved ribs above a triangle ground plan with one oval edge. I got this shape by cutting the cupola vertically on these two triangle edges and that created two walls of the construction. The largest ground plan dimension of load bearing structure is 54,4 meters and the maximum height is +18,0 meters. The design is processed in two various drafts.
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The structure of a planetarium in Šumperk
Nosková, Denisa ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this bachelor thesis is the design and the review of a planetarium framework over the circular ground plane. The frame is considered as hemisphere shaped with a diameter of 26 meters. The dome concept is designed in several variants, such as Schwedler dome -first grade, second grade and modified, as well as a geodesic dome and Föppel dome. Each of the variants is designed of steel and of timber made of laminated wood.
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The multipurpose building in Plzeň
Perhalová, Anna ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is design and static assessment of timber load bearing structure of multipurpose building in Plzeň. It is cupola consited of two radial curved ribs above a triangle ground plan with one oval edge. I got this shape by cutting the cupola vertically on these two triangle edges and that created two walls of the construction. The largest ground plan dimension of load bearing structure is 54,4 meters and the maximum height is +18,0 meters. The design is processed in two various drafts.
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The roof structure of the timber log cabin house in Krkonoše
Kunčík, Václav ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The major objective of this study is to design and statistically assess two variants of the roof construction at log cabin. The first option is wooden prism. The secon option deals with woundwood. The building has 2 floors – above ground floor and partly residential accit. Roof construction is formed by two intersecting gable roof frames. Ground pland dimension of roof construction is 22x13,3 m and the height of the higher roof frame is 6,6 m. The building is situated in Krkonoše near by Špindlerův Mlýn. Climatic load ares considered in both variants.
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Gallery aviation technology and traditions of aviation at the airport Medlánky in Brno
Blahová, Dagmar ; Žalmanová, Petra (referee) ; Šindlar, Jiljí (advisor)
This thesis describes design gallery of aviation technology and traditions at the airport in Brno Part of my thesis is focused on urban solution of area layout its interconnections with near districts “Komín“ and “Medlánky“. There is new pedestrian, cycling paths, operational and logistic roads inside the complex layout. This design supposed to keep the two existing historic hangars and demolishing remaining buildings with subsequent completion of necessary objects. Priority and the main idea is to keep compositional and visual axis to ensure visual contact with all airport operational parts to ease of orientation. According to this principle is mass and platform solved with object “gallery”. This object in addition to the exhibition space is also used for administration and operation department of the gallery. In separate part there is ensured catering in form of restaurant with associated technical, operational and sanitary facilities. The gallery is designed to visually and physically separate section used by pilots and airport vehicles from visitors to avoid dangerous situation. Other buildings I have designed in my project are “the clubhouse”, airport administration, emergency accommodation, social activity space mainly designed for aircraft-model pilots and the air traffic control tower. These objects creates border between premises restricted for aero club and visitors.
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The cableway station Vranča-Kohútka
Pelc, Norbert ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The bachelor´s thesis is focused on alternative structural design of the base cableway station in Vranča, Zlín region. Structure is designed as a hall at rectangular floor plan 22x28 m. Material solution of the load-bearing structure consist of mixture of glutted laminated timber and solid timber. The snow load has the major impact on possible arrangement of the structure (mountain area). The major focus of the thesis is on structural details – frame joint and anchorage. The thesis includes the study which objective is an alternative design of the frame joints in consideration of global behavior of the structure.
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Load-carrying structure of assembled family house
Návarová, Michaela ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this thesis is the static design of load bearing structure of a flat-building. The flat-building is designed as a two-floors building with cock-loft. The ground plan of the house is 15,04 x 16,74 m, the height is 9,25 m. The house is considered as II. snow area and II. wind area. The load bearing structure is designed in two variations. In first variation is designed load baering structure of the house by steel thin-walled sections, in second variation is designed by timber sections. In both variations load bearing structures is made of columns, garlands, ceiling beams and roof truss.
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Exhibition pavilion
Řeháček, Jakub ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.
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The Viewing Tower in Western Jeseníky
Nosková, Denisa ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The purpose of this thesis is to create design and static assessment of the viewing tower in western Jeseníky mountains. The Ground plan is formed by regular hexagon with outer diameter 0.8 meter. Glued laminated profiles, steel tubes and elements of solid wood were predominantly used for the construction of the building. The viewing tower has four viewing platforms and total high of the structure is 28.5 meters.
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