The main goal of this project was to familiarize readers with the techniques used in real-time animation of 3D characters. This work is focused on two types of animation: keyframe animation and skeletal animation. There are described algorithms for software and hardware accelerated model deformations, keyframe interpolations, animation blending, inverse kinematics and ragdoll. The result of this project is a framework, which consists of an animation library, examples demonstrating library functions and tools for export animations from 3D Studio Max and MilkShape 3D.

Subject of the dissertation is a probability analysis on creation of embankment subsoil filtration deformations. Out of the broad topic of filtration deformations, the dissertation is focused at initiation of the process. At this phase, the overlying layers downstream of levee get uplifted, and eventually get breached. The process of downstream subsoil failure probability estimation is formulated using mathematical and statistical modelling. Within the scope of parametrical study the suggested method is applied onto a test environment. Results of the probability estimation are compared with results obtained using Limit state design method. The results of stochastic modelling can be used for improvement of Limit state design method precision.

Dizertační práce se zabývá věrohodností mechanického testování měkkých biologických tkání a predikčními schopnostmi různých modelů materiálů. Obě oblasti byly zkoumány užitím metody konečných prvků. První část práce je věnována úvodu do problému a popisu měkkých biologických tkání, které s problémem souvisí, a rešerši nynějšího způsobu jejich mechanického testování. Druhá část práce se zabývá hledáním optimálního nastavení experimentálního zařízení za použití počítačového modelování pomocí virtuální simulace mechanických testů. Výsledky analýzy potvrdily, že dvě úzké svorky po délce hrany, stejně jako běžně používané háčky, jsou použitelné pro dvouosé tahové zkoušky různých měkkých tkání za použití čtvercového vzorku. Použití svorek je proto časově úsporná, jednoduchá a spolehlivá alternativa, která není podřadná použití háčků. V práci byla rovněž provedena analýza, jejímž výsledkem jsou doporučení ohledně typu, počtu a velikosti uchycení pro různě velké vzorky. Třetí část práce zkoumá predikční schopnosti modelů materiálů měkkých tkání a závislosti těchto schopností. Lze shrnout, že výsledné mechanické chování proloženého modelu materiálu závisí na počátečních parametrech a že neexistují „ideální“ počáteční parametry při prokládání experimentálních dat. Navzdory absenci „ideálních“ počátečních parametrů je navržen v rámci možností nejefektivnější způsob aproximace experimentálních dat z mnoha jejich souborů. Dále je možné shrnout, že omezení hodnot parametrů modelu při prokládání experimentálních dat ústí v nepředvídatelný vliv na kvalitu aproximace. V závěrečné části práce byl analyzován předpoklad afinní a neafinní deformace modelů materiálů za účelem vysvětlení velkých rozporů mezi výsledky strukturně založených modelů a výsledky dvouosých testů při různých testovacích protokolech. Ačkoli byly zjištěny určité rozdíly mezi výsledky analyzovaných modelů, přece nebyly dostatečně významné, aby vysvětlily výše uvedené velké rozpory. V poslední části práce jsou zmíněny další možné oblasti výzkumu.

This thesis deals with problems of biomechanics of soft tissues, namely of stress-strain analysis of abdominal aortic aneurysm (AAA). The introduction describes briefly the possibility of aneurysm occurrence with a focus on an aneurysm in the abdominal aorta.

Comprehensive analysis of the ringcore method used for the determination of the residual stresses in mechanical components is presented in this thesis. Principles, advantages, disadvantages and applicability of this semidestructive experimental method are discussed too. At the same time the ringcore method is compared with the hole drilling method, which is used more frequently. All aspects of the ringcore method are analyzed by the finite element method. FE simulations, performed on the universal numerical model, verified principles of the integral method and the incremental strain method. FE simulations also provided basic information for the uncertainty analysis, which significantly affects the accuracy of the residual stress measurement. The main goal, which the present work deals with, is to create a global overview of all ringcore methods´ aspects elaborated in a clear and complex form.

This theses is focused on the description of the evaluation in ethical plane of the domestic violence. This theses is divided into four chapters. The first chapter focuses on domestic violence and its overall characteristics. In the second chapter there are described and analyzed aspects of domestic violence, as a negotiation of men against external and internal freedom of women in the context of domestic violence. The third chapter describes relationship between man and women, civil and religious (Catholic) marriage and moral ideals which are represented by these forms of marriage. In the fourth chapter is evaluated deformation of relationship between men and women in the view of moral ideals of marriage and after a brief introduction of selected ethical theories and principles even from their point of view.

The theoretical part is focused on evaluation of chosen ?essential? plastics used in the car industry. The principles of construction and proportioning of plastic components, basic conception of injection moulding and measuration follow. Another section of the theoretical part presents a summary of possible CAD systems, which are used. The practical part is focused on a particular plastic moulding. It includes the main description of a component with its material choice in dependence on the component function. Another section contains evaluation of the component complexity from the viewpoint of moulding, and a possible substitution of constructions, which could be productively simpler, is shown. The whole thesis is completed for better lucidity by pictures, drawings, and mechanical drawings.

This thesis deals with the theoretical part of the creation, distribution and recycling of construction and demolition waste. Subsequently covers made from these recycled construction and demolition waste and its potential application in structural layers of the pavement. In the practical part of the thesis deals with monitoring the overall properties of nine asphalt mixtures with different proportion of recycled concrete aggregate and asphalt binder, which are designed and intended for bed asphalt pavement. The recycled concrete aggregate and asphalt are performed various laboratory tests, the results are subjected to a comparison with the relevant standards and TP 210. The conclusion is made price comparisons of asphalt mixtures.

The theme of this diploma thesis is design and check load-carrying steel structure of building for sport purposes in two variants. Building is situated in Holešov town. Primary emphasis is placed on purpose of this building and on her integration to the given locality. The steel structure is created by two objels, main (hall) and side part (admin. part). Both of this building have common east wall. Plan dimension of hall part is 40 on 40m and the highest point of this part is 15,9m height above ground. Admin. part is greated like frame with columns in 8x8m grid and 8m height. Overall height of this part is 8m. For analisys of internal forces was constructed spatial bar model which was used for an optimization of partial bars for both limit states. The cladding will be made by system of Kingspan panels.

This thesis mainly deals with modeling and static analysis of the ceiling structure in the basic environment of ANSYS. The first part is focused on verifying correctness of the model most stressed parts of the structure with a simple hand-static calculation by the process of stress on a continuous beam. The main part is devoted to modeling composite structure, element types, specifying loads and boundary conditions by ANSYS FEM program. In the end, there are the results of stress and deflection presented, and the structure is evaluated at the ultimate limit state and serviceability limit state.