Cette contribution, en s’appuyant sur un travail expérimental et de modélisation numérique à l’aide de la méthode des éléments distincts, vise l’étude de structures en maçonnerie et de structures en pisé. Pour la partie maçonnerie, notre étude traite tout d’abord de modèles réduits testés sur table inclinable, puis dans un second temps nous avons testé des murs en briques à une échelle représentative. Dans la deuxième partie, nous avons mené des essais sur des murs en pisé sous un chargement en cisaillement, avec ou sans précontrainte axiale de confinement qui correspond à une descente de charge. Une modélisation numérique par la méthode des éléments discrets a été réalisée pour ces différents cas d’étude. La comparaison entre les résultats expérimentaux et numériques, nous a permis, d’évaluer les pertinences et limites de la modélisation via la méthode des éléments discrets (DEM). / This contribution, based on experimental work and numerical modeling using the distinct elements method, aims to study masonry structures and rammed earth structures. For the masonry part, our study first deals with reduced models tested on tilting table, then in a second time we tested brick walls on a representative scale. In the second part, we conducted tests on rammed earth walls under a shear loading, with or without axial prestressing of the containment which corresponds to a descent of load. Numerical modeling using the discrete element method has been carried out for these different case studies. The comparison between the experimental and numerical results, allowed us to evaluate the relevance and limits of modeling via the discrete element method (DEM).

El Perú, debido a su ubicación geográfica en el Cinturón de Fuego del Pacífico, es un país con alta sismicidad; lo que hace que nuestras edificaciones se encuentren experimentando la ocurrencia de sismos con mucha frecuencia. A lo largo de los años, dichos eventos no habrían liberado la energía sísmica acumulada en su totalidad, por lo que el país se encuentra en un silencio sísmico, a la espera de un sismo de gran magnitud. Asimismo, existen muchas edificaciones esenciales, tales como hospitales, que fueron construidos antes de la emisión de la primera norma de Diseño Sismorresistente en 1970; siendo diseñadas posiblemente solo considerando cargas de gravedad. Es por esta razón que se tiene la incertidumbre de cuán preparadas están dichas edificaciones esenciales ante la ocurrencia de próximos eventos sísmicos de gran magnitud Este estudio presenta una serie de metodologías de tratamiento de registros sísmicos, modelamiento no lineal de una estructura de albañilería artesanal y su calibración con resultados experimentales, aplicación del análisis dinámico incremental (IDA) y proceso estadístico de los resultados. Todo ello para generar funciones de fragilidad analíticas que permitan estimar la probabilidad de exceder cada estado de daño para una determinada demanda sísmica. Los resultados muestran que las funciones de fragilidad analíticas son una herramienta útil para estimar la vulnerabilidad sísmica, puesto que se obtuvo altas probabilidades de colapso en ambas direcciones ortogonales. / Peru, due to its geographical location in the Pacific Ring of Fire, is a country with high seismicity; which makes our buildings are experiencing the occurrence of earthquakes very frequently. Over the years, these events would not have released the seismic energy accumulated in its entirety, so that’s why the country is waiting for a big earthquake. Also, there are many essential buildings, such as hospitals, that were built before the issuance of the first Seismic-Resistant Design standard in 1970; being designed possibly considering gravity loads. It’s for this reason that exist an uncertainty of how prepared our essential buildings are in the face of the occurrence of earthquakes of great magnitude. This study presents a series of methodologies for the treatment of seismic records, nonlinear structure modeling, application of incremental dynamic analysis (IDA) and statistical process of the results. All this to generate analytical fragility functions that allow estimating the probability of exceeding each damage state for a given seismic demand. The results show that analytical fragility functions are a useful tool to estimating the seismic vulnerability, because we obtain high probability of collapse in both orthogonal directions. Also, the results show the needed to reinforce this facilities. / Tesis

The subject of the diploma thesis is to design reclamation of brownfield PERLA 01 in Ústí nad Orlicí. The construction program consists conversion of existing building to assembly hall, gallery, tourist centre, sheltered workshop, rentable space, office building. New building is Start up centre. The project design a character of public space and a new square.

Subject of this diploma thesis is a design of a newly built accommodation and relaxation centre Resort Sázava. The structure is located on a sloping plot near town Sázava, in Kraj Vysočina. The locality is situated in preserved area Žďárské vrchy. The facility is divided into three buildings by their function. The buildings have rectangular shapes and have gabled roofing. The resort offers services of accomodation, boarding, conferences, relaxation and sports. The whole facility was designed in architectural study along with its functional linkups. Object SO 01 with restaurant and conference rooms was designed in detailed design documentation.

The subject of my diploma thesis is an elaboration a design documentation for a newbuilding of a nursing home. The building will be located on the town part Brno - Bystrc. The building will serve to accommodate seniors and ensure their quality and dignity. The building is designed as a detached house with a oartial cellar and three floors. Part of the building are also garage spaces situated in 1S, accessible by both the elevator and the walkway. The mainentrance is in height level a ground floor. External loadbearing structures are made of ceramic. The ceiling structure is made of Spiroll boards due to a larger span between supports. The building is roofed with a flat roof. The staircase is reinforced concrete. When processing, it was given the emphasis on the layout design, architectonic and technical arrangements and on a safe usage of the building. The drawing documentation os processed in the AutoCAD programme.

Project of health center with facilities for civic amenities. It is a three-storey above ground object. On the ground floor there is a pharmacy, a veterinary station and a medical office. On the second floor there are six medical offices and a technical room. On the third floor there are 4 spaces for civic amenities. Vertical load-bearing structure consists of masonry of ceramic blocks and internal monolithic reinforced concrete skeleton. Horizontal load-bearing structure is made of reinforced concrete beams and prestressed reinforced concrete panels. The building is based on concrete foundation strips and reinforced concrete pads. The building is roofed with a warm flat green roof. Thermal insulation of the facade is made of mineral wool insulation and has a ventilated facade.

The aim of the diploma thesis is processing of the design documentation to execution newly-built multifunctional building in the city part Brno - Řečkovice. Multifunctional building is a detached house, which is located in a quiet area on the edge city. This is a five floor building with four floor, one basement and flat roof. Building is rectangular shape. At the object are twelve parking spaces for cars. Vertical load-bearing structure are made of masonry and reinforced frame system, reinforced concrete floor and prestressed hollow core slab Spiroll. External facade building is created by render scrape texture and flush facade in ground floor.

The subject of my master’s thesis deals with design of a new social care institution building. The building is located on land with spectacular view in Kratochvilka village. The building has four floors and basement. The building has forty beds for seniors and limited options of catering service. The building consists dining room, offices and nurse room on the first floor. Surgery, massage saloon and technical background is located in the basement. On the second, third and fourth floor are senior’s rooms. The walls will consist of bricks with an additional contact thermal insulation system ETICS, the ceiling will be reinforced concrete constructions and the house will have a walkable flat green roof. Design documentation was processed using the program AutoCAD 2014.

The content of this work is the elaboration of a technology-oriented project for the construction of an apartment building with four above-ground floors in Blansko. This project includes a technical report, road mapping solutions, technological regulations, a drawing and technical report of the building site equipment, a timetable, a design of the machine assembly, control and test plans, a material resource assurance plan, and a technical report on health and safety at the building site.

The objective of the thesis is newly built winery in the wine cellars alley situated inVlkoš u Kyjova in the South Moravia Region. Capacity for wine production is around 180,000 litres. In the building are the tasting rooms and pension with the capacity of 30 people. The building has three floors and a partial basement. The winery is located on sloping land. The building is designed as a brick construction, where underground vertical structures are made of blocks permanent formwork Best and part above ground is made of ceramics blocks Porotherm. The horizontal structures are made of prestressed ceiling panels Spiroll above the production area and the rest is made of ceramics system Porotherm. The gable roof, the walkable and warm flat roof are used in the project. The main goal of diploma thesis is to draft a develop project documentation for building construction.