The aim of this theis was to design of load-carrying steel structure of shopping mall in two variations. Geometric proposal and examination of structural element was made for both of variations. Then one variant was selected for detailed elaboration of details and drawings.

Cette recherche, en étroite relation avec notre pratique clinique en milieu carcéral, s'intéresse aux émotions dans les agirs violents. Les termes « émotions » et « agirs » sont à entendre dans une acception généraliste puisque nous partons de ce qui est visible pour remonter au fonctionnement psychique. Notre recherche s'intéresse ainsi à la clinique de l'agir et aux théories psychanalytiques de l'affect. Soulignant le fait que la prise en charge du sujet ne doit pas exclusivement se centrer sur l'agir violent, nous nous questionnons sur le fonctionnement des auteurs d'agirs violents et sur le lien qui existe entre un type d'agir (recours à l'acte et / ou passage à l'acte) et un fonctionnement particulier. Les fondements théoriques de la clinique des états-limites et de la clinique psychosomatique semblent pouvoir nous apporter des réponses intéressantes. Ainsi, à une analyse du fonctionnement en fonction de l'acte, nous préférons avoir une lecture qui part du fonctionnement pour éclairer la compréhension de l'acte. De manière générale, au-delà de vouloir préciser à quel fonctionnement appartient un type d'agir, nous souhaitons avant tout souligner la pluralité des fonctionnements dans la clinique des agirs. Enfin, nous chercherons à comprendre l'impact du milieu carcéral sur le fonctionnement de ces sujets. / This research, in conjunction with our clinical practice in prisons, focuses on emotions in violent act. The terms "emotion" and "act" must be understood in a general sense because we start from what is visible for up to psychic functioning. Our research interest in the theory of violent act and psychoanalytic theories of affect. It's important not only focus on the violent act and we questionned the functioning of the author of violent act and the relationship between one type of act (different type of acting out ) and psychic functioning. The theoretical foundations of limit states and psychosomatic seem to bring us interesting answers. Thus, an analysis of the operation according to the act, we prefer to have a reading that part of the psychic functioning to illuminate the understanding of the act. In general, beyond wanting to clarify what types of operation belongs act, we would first like to emphasize the plurality of functioning in the clinic act.

The Diploma thesis deals with design and static assessment of timber footbridge structural system for pedestrians and cyclist across the Trebuvka river in Lostice on the site of the existing footbridge. Structural system is designed in two alternatives and assessed according to the current standards. Spans of the bridge are 2x18 m and 1x6 m. The main beams are made of glued laminated timber, other parts of the structure are made of timber and steel elements. First alternative is designed as a simple half-through truss beam, second alternative as continuous beam with variable height where the deck is sitting on top of the girders.

The diploma thesis is focused on solving road bridge situated between Roudno and Razová village over the water basin Slezská Harta. Before the design itself 3 studies were created and compared together. The selected variant is a continuous box girder with inclined walls, post-tensioned by bonded cables. The girder of a total lenght 148,0 m and width 13,6 m is divided into three spans. Height of the girder is 3,3 m. A detailed structural design, including construction limit state assessment, prestress design and time dependent analysis verification is processed. The design and the assessments of temporary and permanent situations are made according to valid standarts and regulations. Drawings and vizualizations are parts of the diploma thesis.

The proposed diploma thesis deals with the application of methodology and tools of inverse analysis for design of selected structural parameters using a fully probabilistic analysis to determine the level of its reliability. The method based on artificial neural networks is used to approximate the inverse function. The inverse analysis was carried out in two ways that differs in the method of obtaining reliability indicators. The structure analyzed in this work was an existing bridge. The year of construction is estimated approximately between the years 1955 to 1960. The bridge is located close to the Uherský Ostroh. It is a one-piece concrete slab made of MPD3 and MPD4 girders post-tensioned by tendons. Based on the 2006 and 2007 diagnostic surveys, laboratory tests, normative regulations and recommendations and, last but not least, sensitivity analyses, an inverse design of selected design parameters was performed for required limit states. Various load levels, different alternatives of design parameters and different neural network structures were studied.

This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation

The diploma‘s thesis deals with the design and assessment of prestressed cocrete tank of biogas station at ultimate limit state and also at serviceability limit state, according to ČSN EN 1992-1-1: Design of concrete structures. Specifically, the design of wall of the tank and foundation slab. The text part contains general information on the desing of the structure, static idealization of the structure, type of load and method for calculation of inner forces. Attachments contain drawing documentation and structural analysis, which completes the text part and solves in detail said structure.

The master’s thesis deals with a design of a reinforced concrete foundation of multi-storey office building. The basement of the building is an underground watertight structure. The design of foundations is a combination of a concrete slab and piles. Internal forces were analysed in RFEM software based on finite element method. The structural assessment of underground construction was performed according to ultimate and serviceability limit states. Due to watertight function of construction, the reinforcement was also designed according to non-force effect in early stage.

The topic of this thesis is detailed design of the supporting structure of a bridge. Three variants are designed. The structure is designed as a single beam bridge of 6 spans. The calculation of load efects make in software MidasCivil 2019 and Scia Engineer 18.1. The subject of the expertise of the structure is service limit state and ultimate limit state. For evaluation of cross sections is used MS Excel. Both design and relevant drawing documentation of the bridge deck and substructure. The design and assessment are according to the europien standards.

The aim of this diploma thesis is to design a load-bearing structure of the botanical pavillion in Jihlava. The construction is designed as a variable structure of both steel and timber. Each solution has a different type of ribs. The layout is a hexadecagon with maximum dimension of 30 meters. The height of the building is considered to be 10 meters.