The aim of the project was to design a library with a gallery in the cadastral area of Nový Jičín – Horní předměstí of Bohuslava Martinů street. The main idea was to create a comfortable backdrop for students as well as the possibility of cultural education in the form of various exhibitions. The plan will be implemented according to the investor's requirements and will be in line with the land-use plan. This is a basement new building of the library with 2 above-ground floors. This large new building is in the shape of an irregular U. The building is based on a base plate. A combined wall and column construction system is used. The object is designed with a rasterized front lightweight perimeter casing with a front web-shaped facade

The basic aim of this diploma thesis is to prepare project documentation for construction management for the new residential building in Prague. The building is designed in a combined monolithic reinforced concrete and brick support system. The building consists of three above (3.NP partial) and one underground floor. The mass of the building is designed as a single integrated unit. Plan of the building is rectangular. The thesis includes documnetation in the range of requirements for building management, assessment in terms of building physics building and fire safety of the building.

The thesis outlines the development and application of a few novel dynamic state estimation based methods for estimation of parameters of vibrating engineering structures. The study investigates strategies for data fusion from multiple tests of possibly different types and different sensor quantities through the introduction of a common pseudo-time parameter. These strategies have been developed within the framework of Kalman and particle filtering techniques. The proposed methods are applied to a suite of problems that includes laboratory and field studies with a primary focus on finite element model updating of bridge structures and vehicle structure interaction problems. The study also describes how finite element models residing in commercially available softwares can be made to communicate with database of measurements via a particle filtering algorithm developed on the Matlab platform. The thesis is divided into six chapters and an appendix. A review of literature on problems of structural system identification with emphasis on methods on dynamic state estimation techniques is presented in Chapter 1. The problem of system parameter idenfification when measurements originate from multiple tests and multiple sensors is considered in Chapter 2. and solution based on Neumann expansion of the structural static/dynamic stiffness matrix and Kalman filtering is proposed to tackle this problem. The question of decoupling the problem of parameter estimation from state estimation is also discussed. The avoidance of linearization of the stiffness matrix and solution of the parameter problems by using Monte Carlo filters is examined in Chapter 3. This also enables treatment of nonlinear structural mechanics problems. The proposed method is assessed using synthetic and laboratory measurement data. The problem of interfacing structural models residing in professional finite element analysis software with measured data via particle filtering algorithm developed on Matlab platform is considered in Chapter 4. Illustrative examples now cover laboratory studies on a beam structure and also filed studies on an existing multi-span masonry railway arch bridge. Identification of parameters of systems with strong nonlinearities, such, as a rectangular rubber sheet with a concentric hole, is also investigated. Studies on parameter identification in beam moving oscillator problem are reported in Chapter 5. The efficacy of particle filtering strategy in identifying parameters of this class of time varying system is demonstrated. A resume of contributions made and a few suggestions for further research are provided in Chapter 6. The appendix contains details of development of interfaces among finite element software(NISA), data base of measurements and particle filtering algorithm (developed on Matlab platform).

Noise control in the heating, ventilation and air-conditioning (HVAC) systems is one of the critical design parameters in measuring the occupant comfort. The noise generated by air-handling units propagates through the ducts in the axial as well as transverse direction. Noise radiated in the transverse direction from the duct walls excited by the internal sound field is called the breakout noise. An analytical formulation has been developed in this thesis in order to predict the breakout noise by incorporating three-dimensional effects along with the acoustical and structural wave coupling phenomena. The first step in the breakout noise prediction is to calculate the interior acoustic response and flexural vibration displacement of the compliant walls. Dynamic interaction between the internal acoustic subsystem and flexible structural subsystem has been expressed in terms of the modal characteristics of the uncoupled response of the acoustic and structural sub-systems. Solutions of the inhomogeneous wave equation are rearranged in terms of impedance and mobility, and the equations describing the complete system are expressed in terms of matrices, which result in a compact matrix formulation. Examples of the formulation are a rectangular cavity with one flexible wall and a rectangular cavity with four-flexible walls. The formulation is modified to incorporate complex boundary conditions by means of appropriate Green’s functions. It is implemented for flexible wall duct using the modified cavity Green’s function. Another objective of the present investigation is to understand the coupling phenomenon and its effect on the compliant wall vibration displacement. The developed three-dimensional analytical analysis of the breakout noise is convenient to implement on the computer, and also to extend the sub-system level model to the system level model in order to analyze a complex acoustic-structural system for the breakout noise problem. The extent of coupling is calculated using a transfer factor based on the uncoupled natural frequencies of the acoustic and structural subsystems. It is observed from the free vibration analysis that a coupling between the cavity and the flexible panel exists in the vicinity of an uncoupled acoustic natural frequency. If a strong coupling occurs between an acoustic mode and a panel mode, then damping of structural subsystem would control it. The cavity volume changes stiffness of the panel, which in turn affects noise radiation in the stiffness-controlled region. The second step is to calculate the sound power radiated from complaint wall. The wall vibration velocity is a linear combination of the uncoupled flexural modes of the structural subsystem. It is substituted into the Rayleigh integral and Kirchhoff– Helmholtz (KH) integral formulation to predict the sound pressure radiated by the vibrating duct wall. The radiated sound power can be obtained by integrating the acoustic intensity over the surface of the flexible duct wall making use of appropriate expressions for radiation impedance. The radiation impedance terms involve a quadruple integral. Evaluation of this integral is quite complex and poses formidable computational challenges. These have been overcome by means of a co-ordinate transformation. Sound power radiation from flexible walls of the plenum and duct walls has been calculated using an equivalent plate model. Analytical results are corroborated with numerical models. The second part of thesis deals with a one-dimensional model to predict the breakout noise from a thin rectangular duct with different end conditions like anechoic termination, rigid-end termination, and the open-end termination. This model incorporates acoustic reflection effects in the duct internal sound field by using standing wave pattern by means of the transfer matrix approach. A one-dimensional prediction method based on the four-pole parameters has been developed to evaluate the lagged duct performance in terms of the breakout noise reduction. Radiation impedance of a duct is calculated by three different methods: (i) finite line source model (ii) finite cylinder model, and (iii) equivalent plate model based on fundamental bending mode of the duct. It is observed that the proposed model that uses the equivalent plate model for the lagged duct and the line source model for the bare duct is appropriate to predict the transverse insertion loss of the lagging, particularly at the lower frequencies that are of primary interest for reducing the breakout noise of rectangular ducts. The bare duct breakout noise results are compared with those of the corresponding 3-D analytical models. It shows that the one-dimensional model captures the overall mean pattern of breakout noise very well. The third part of the thesis examines the internal acoustic field and thence the transmission loss (TL) of a rectangular expansion chamber, the inlet and outlet of which are situated at arbitrary locations of the chamber; i.e., the sidewall or the face of the chamber. The four-pole parameters have been expressed in terms of an appropriate Green’s function of a rectangular cavity with homogeneous boundary conditions. A transfer matrix formulation has been developed for the yielding-wall rectangular chambers by considering structural-acoustic coupling. It may be combined readily with the transfer matrices of the other constituent elements upstream and downstream in order to compute the overall transmission loss or insertion loss. Wherever applicable, parametric studies have been conducted to evolve the design guidelines for minimizing the breakout noise from the HVAC ducts, plenums and cavities.

The diploma thesis deals with project documentation for the realization of a new fire station class C1 in Valašské Meziříčí. The building is is designet in two operating units - the garage part and the administrative part. The garage part has the necessary technical facilities and stockrooms. Over the garage there are rooms for firefighters performing the service during the night shift. The garage part follows the administrative part of the building, which has three above-ground floors. On the first floor there are offices of fire prevention, population protection and crisis management. On the second floor there are facilities for firefighters - a gym, a sauna, a day room and a classroom. The third above-ground floor is designed for the head of the territorial department, the chief of the fire station and the integrated rescue system office. The main entrance to the building is located in the administrative part of the western side at level 1NP. The structural system of the garage part consists of a prefabricated reinforced concrete frame. The administrative part is built in mansory system. The building is without cellar, roofed with flat roofs.

In my diploma thesis I drafted a layout of a medical facility of emergency care in the town Kravaře. I focus on a choice of an appropriate structural design and processing of the design documentation for the construction in accordance with the laws, bylaws and the technical standard. The building is a standalone three stories building without cellar and with a flat roof. There are 16 medical units, a pharmacy and an optician. The construction is based on reinforced concrete foundation slab and walled with sand-lime blocks. The ceiling is constructed from cast-in-place reinforced slab. The façade is made of combination of ventilated façade with fibre-cement board paneling, insulation system and a glazed area with sunscreen. The construction is roofed with a warm flat roof. The openings in the external walls are designed as aluminum infills.

This masters thesis deals with the drafting of project documentation of kindergarten. The block of flats is situated on flat land in the cadastral territory of Brno - Zebetin on parcel number 3195. The building has two floors and there in total 2 classes. The structural system is designed from the system Therm. Roofing flat roof with attic.

The aim of the Diploma thesis is the project documentation for the execution of the administrative building. This is an administrative building located on the outskirts of Letohrad. The building consists of one section that has three above-ground floors and one section that has only one above-ground floor. The building is used for administration, trade and storage. For administrative work is designed the three-storey part of the building and single-storey part of the building is designated for trade and storage. The main entrances to the building are located on its west side and the next entrances to the building is located on its southern side and northern side. The building is based on foundation strips and pads of plain concrete. The building is designed from a masonry structural system made of concrete blocks made of lightweight concrete and the third floor is partly designed as a timber structure made of wooden KVH squared timber. The ceiling structures are designed from prestressed ceiling panels. Roof structure above the main part of the building is designed two-stage pitched roof octagon shape and the roof above the single-storey part of the building is designed as warm flat extensive green roof.

The aim of the diploma’s work is composition of project documentation for the construction building of crematorium with funeral atrium. Object is situated on the cadastral area Ráj in town Karviná, number of builing plot is 524/1. Building plot is located in close proximity of central cemetery. Building is on the area Z108 (OH). According to local plan, area Z108 (OH) is area of civil equipment – public burial ground. In the building will take place funeral ceremony, cremation of the deceased. There is designed administrative spaces and space for employees of crematorium. Object is designed with partial basement building. In underground floor there is situated only spaces for technology, technical room and store. In the first above-ground floor there is funeral atrium with facility, administrative part, cremaction part with facility. In the second underground floor there is only balcony, where is placed organ. Construction system of object is wall system. External walls in basement are composed like cast-in-place structure of reinforced concrete with thermal insulation. External walls in the first above-ground floor are composed of vertically performe clay blocks. Funeral atrium have external walls from reinforced concrete with thermal insulation. Fasade of atrium is ventilated with granit cladding. There is designed flat roof under the first underground floor. Screed to fall is from thermal insulation. Roof is weighted by aggregate. Hydro isolation is composed from asphalt belts. Under funeral atrium there is flat roof too, but sreed to fall is composed of ceiling construction. Strip foundations is projected from concrete. Floors construction are designed as floatting floor. Stairs are composed as cast-in-place structure of renforced concrete.

This construction programme deals with a hermit colony located in the western part of the Vysočina Region. This hermit colony has been established to provide accommodation for women living in this area permanently while offering an opportunity of occasional relaxation for people who are living hectic lives in urban environment. The aim of my project is to design the remaining parts of the colony, i.e. two hermitages and the community’s chapel. A hermitage is a one-storey building intended for one person only. The load-bearing walls of the individual hermitages are designed to be built from different materials (wooden and masonry constructions) whereas the elevational structures of all the buildings are to be the same. The chapel’s wall system combines stone and wood. The chapel will serve solely the purposes of the community. The main objective of my project is to respect and maintain the natural features of the landscape to the maximum extent possible.