The aim of my diploma thesis are methods which are able to describe durability aspects of glued wooden joints. The main objective are methods which primarily includes hygrothermal stress acting in the glued joint of wooden adherend and determine the service life of the specific glued joint by modelling based on Arrhenius relation and the other methods. Other part of this work is aimed to shear tests of the samples exposed to different thermal and humidity conditions and for individual sets of exposures determining the glue penetration depth into the wooden adherend by EPI fluorescent analysis. These analytic methods are used for quality check of the glued joints, which are mostly based on strength, chemical or structural parameters of the tested sample.

Master´s thesis deals with the design and assessment of the roof construction of the multi-purpose hall in Holice. The other two dimensions of the hall are 28 x 45 m. Height of the hall is 11,28 m. Roofing is done in three variants. The final solution is processed for one presentation. The main supporting element is formed by cross-linking arc beam made of laminated wood. Girders are spaced 5 m and connected purlins. Stability of the construction by three field bracings. The cladding is a rafter, shuttering of OSB particle that carry the roof deck.

This thesis deals with the design and assessment of the wooden footbridge. The structure is designed for the locality of the village Loučná nad Desnou acrros the river Desná. Span of the footbridge is 30m, and the width is 4m. The footbridge is covered with a saddle roof. The main supporting elements are two triple joint arcs with intermediate bridge deck. The bridge deck is made of two main beams and nine cross members, with always two longitudinal members in between them. Roofing is of nine cross-bindings, which are connected by purlins and top purlin. The stability of the whole structure is stiffened by the horizontal longitudinal stiffeners in the top and bottom surface and vertical longitudinal stiffener in the roof. The main load-bearing elements are made of glued laminated timber, the other elements are made of solid timber. Stiffeners are made of steel rods.

Master´s thesis describes the design and check of the construction of botanical pavillion in Brno. The structure has an elliptical ground plan with dimensions 34 x 20 m, height of 9 m. The supporting structure consists of 16 support curved ribs which are braced at the top of the elliptical steel ring. Between the ribs are inserted purlins which support the perimeter cladding. The supporting structure is designed as an alternative system as girders of glued laminated timber and as system of steel truss girders.

The purpose of the projection was creating an object which offers enough space for social activities with possibility of free time spending. The floor projection of irregular shape allows the object of the golf club to be splitted into dispositionally detached parts. The object consists of three-storey main building and two-storey relaxing section. Whole object has a basement. It is situated in sloping terrain on the outskirts of the Dolní Dobrouč village. The basement of main building has the shape of irregular rectangle. It is imbedded into the ground and technical background of main object is situated here. The relaxing section is connected to this space by small passage which is used for technical background of this section. The floor projection of the first floor exceeds over the basement. In a guests section, there is a main entrance, a restaurant and a shop. The staff section adjoins to this section. On the second floor, there are conference rooms, administrative section, the other floor of the restaurant and a garage. The basement of the relaxing section as much as its first floor are designed for the guests‘ relaxation. The shed roof construction of the main building and the relaxing section is made of glued laminated truss. The garage has a shed roof too with the construction built of thin-walled domestic roof trusses. In the construction point of view the object was projected with aspect to cooperation of materials and systems and so allows effective use of different parts. The building does not invade the character of the environment due to its shape solution when object almost copies the terrain. However, the whole complex of golf club including golf course, creates a distinctive landscaping object.

This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.

This master's thesis deals with design of the timber structure four-storey building. Plan dimensions of the hall are 20 x 30 m. The structure is designed for the Třebíč. The structure is designed as a heavy timber frame. The axial distance of arches is 5 m. The timber structure is placed between the reinforced concrete towers.

Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.

The subject of this diploma thesis is the construction of a timber foot bridge over the wolf run in the Šumava National Park. The total length of the bridge is 240 m with two ground plan bends. The foot bridge includes three viewing decks, two of which are covered with shed roofs. The foot bridge is divided into 16 segments. Each segment is 15 m long with a width of 2.2 meters. The ground plan dimensions of the viewing decks are approximately 15x7 and 15x11 m. As the main structural material has been chosen glued laminated timber of the strength class GL28h, other elements are made of solid timber of the strength class C24. The thesis includes an introductory document, options analysis, technical report, static analysis, bill of material and drawings.

Abstract The main purpose of creating this object was to create a place where people having bad living situation will meet people who live regular lives. This is the reason why two floors were projected. The first floor is designed for social activities whereas the second floor is a housing part with apartments. The advantage of irregular but compact shape of the building is perfect connection between its functional parts. The object does not have any basement and it is placed in a little slopy bulit-up surroundings on the crossing of Tyršova and U Distance streets in Letohrad town. On the first floor there is a main entrance, a coffee, massages, a recreation hall, an art working-room, a gym, changing rooms, administration and the technological background of the object. The second floor does not cover a whole area of the first floor. Apartments, laundry room and drying room are situated here. One of the apartments here is projected as barrier-free as well as whole first floor. Both floors are connected by central staircase with shape of „U“ and an elevator. Roofing of the object is realized by single layered flat roof with classic layer order. The gym is roofed by a flat roof held by glued laminated girders. The construction was projected with regard to synergy of all used materials and systems. The chosen solution of object with two floors (both above the terrain) makes the building pretty marked when looking at it’s location, however it makes the place more integrated and uniform.