Academic literature on the topic 'Konstrukce ploch'

Kolem hořícího objektu vzniká požárně nebezpečný prostor, ve kterém je nebezpečí přenesení požáru sáláním tepla nebo padajícími částmi konstrukcí hořícího objektu. Šířka požárně nebezpečného prostoru je vymezena odstupovými vzdálenostmi od požárně otevřených ploch požárních úseků hořícího objektu. Požárně nebezpečný prostor nemá zasahovat přes hranici stavebního pozemku kromě veřejného prostranství.

Z historického přehledu principů tvorby metod pro odhad výšky postavy člověka na základě skeletu vyplývá, že lze vymezit čtyři základní skupiny metod: metody podílové, regresní, anatomické a metody organické korelace. Každá má svá specifika a úskalí, která bezprostředně vyplývají z jejich matematické konstrukce. Nejčastěji se k odhadu výšky postavy používají některé rozměry dlouhých kostí končetin. Bylo teoreticky prokázáno, že nejpřesnější možné odhady poskytují metody regresní, zejména když k odhadu využijeme kombinaci rozměrů z více kostí. Nutným předpokladem použití lineární regrese je však užití pouze těch rovnic, které byly vytvořeny na základě výběru z populace, z níž pochází i odhadovaný jedinec. V opačném případě, tj. pokud je lineární regrese použita pro odhad jedinců z populace jiné, může dojít k menšímu či většímu vychýlení odhadu. Tato skutečnost byla již mnohokrát empiricky ověřena. Teoretický rozbor lineární regrese ukázal, že jde o důsledek jevu označovaného jako „regrese k průměru“. Metody organické korelace (založené na minimalizaci součtu plochy reziduálních trojúhelníků) jsou méně náchylné k systematické chybě, jsou však také méně přesné. Lze je ale aplikovat na libovolnou populaci a pro jednotlivé případy z neznámé populace jsou nejpřesnější. Anatomické metody jsou aplikovatelné jen v případě dostatečně zachovaného skeletu. Jsou založeny na součtu výšek všech (nebo téměř všech) kostí skeletu, které se na výšce postavy přímo podílejí. Rozdíl mezi výškou postavy za života a součtem délek kostí skeletu od lebky po patní kost se pohybuje v řádu centimetrů a prostor pro chybu odhadu je tak malý. Ať už pak k odhadu výšky ze skeletu v rámci anatomické metody použijeme kterýkoliv ze tří výše uvedených matematických postupů (podílová metoda, lineární regrese, organická korelace), rozdíly mezi jimi pořízenými odhady jsou zanedbatelné a jejich rozlišování pozbývá smyslu. Celkově jsou tedy anatomické metody nejpřesnější a je třeba je doporučit, kdykoliv to stav zachování skeletu dovolí.

The topic of this thesis is geometry, its practical usage in architect’s profession (especially its application in computer design and realization of buildings) and its current way of teaching at schools of architecture. The thesis systematically describes geometric objects’ construction and properties, its modelling in CAD systems and examples of its usage in architecture, in some cases including the way of its realization. Geometric objects are systematically organized into chapters about point, curves, surfaces and solids. The outcome of the thesis is a concept of geometry courses modification in the way that they encourage the spatial imagination development instead of “drill” and the gained knowledge is directly useful in architect’s profession. A supplementary research (in appendix) analyses the state-of-the-art of teaching of geometry at selected schools of architecture in Europe and its effect to spatial imagination development. The research was focused at contents and form of the selected geometry courses and its influence to spatial imagination.

The object of the diploma thesis is a preparation of fundamental bases for realization aerofoils of the replica of the biplane aircraft BH534 Avia. The preambule of the work balances replica against the real historic aircraft. As next the basic aerodynamics characteristics, construction of aerofoils and strenght calculation of the aerofoils are described.

Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.

Main concern of the thesis is a structural design of main load bearing elements of steel, four-storey high administration building. Designed building has 36 m long and 24 m wide rectangular footprint. Roof is shaped into a hyperbolic paraboloid surface. Main load bearing structure is consisting of six main cross sections formed by truss columns, and generally curved roof truss beams, accompanied by storey supporting frames with composite slabs. Overall shape of the roof is defined by warped surface. Cladding of the building is consisting of aluminium facade system.

This diploma thesis deals with the numerical modeling of the nail joint of the timber roof structure and it is based on the already realized physical experiment. Totally twelve various solutions, where the isotropic and ortotropic characteristics of the spruce timber and steel components change, have been created. The final values of the joint shift obtained by using of the numerical modeling are compared with results of physical experiment. Program system ANSYS is used.

This theses deals with a structural design comparison of heat insulations implementation in flat roofs in light of heat engineering. It also adverts to possible structural design in terms of heat insulations distribution in a flat roof. There are many materials options. I show the possibilities of material solution and also advantages and disadvantages of the single sealing materials at these layers. In the aplication part of this thesis I deal with possible concepts of insulation and solution for a specific roof of an older apartment house in Brno, where I conducted a constructive exploration. There was developed and evaluated a few options of solutions considering the heat insulator used. The following computational programs were used for the evaluations: TEPLO, AREA, CUBE 3D.

Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.

The matter of this thesis is static design and examination of prestressed storage tank to 50000 tons of sugar. Computational model of the steel roof structure is processed and its effect on the silos. Loads is provided of sugar. Optimal design is performed and assessment ultimate and serviceability limit state reinforced concrete and prestressing horizontal silo wall including local load. Next, it is performed the design of a reinforced concrete of the plane bed and column and assessment at the ultimate limit state. The thesis is also drawing documentation, technical report and visualization of construction process. The aim of this work is to the design of the main components based on the required storage capacity tank, mechanical properties of the stored material and technical amenities.

This diploma thesis deals with methods for design of membrane structure shape. Main purpose is to analyze topology designs by Formfinder and Rhinoceros in RFEM and compare results. Test a possibility of designing shape by software RFEM.

This diploma thesis deals with problem of design and calculation of membrane structure of stadium roof. This is a complex engineering problem, which includes many partial problems: finding of initial form of membrane, statically and architecturally suitable arrangement of catenaries, economical solution of boundary conditions (foundations). All components affect each other and cannot be dealt without mutual coordination. It always greatly depends on the experience and intuition of engineer who design such structure. Task which cannot be resolved according to the theory of the first order. Equilibrium forces on the deformed structure, which in many projected structures gives satisfactory results, did not correspond to reality. It is therefore necessary to consider equilibrium of forces on the deformed structure according to the theory of large deformations. Diploma thesis was entered with regard to the intention of the companies Ing. Software Dlubal s.r.o. and FEM consulting s.r.o., working together to develop software RFEM. These companies plan to complement this program system with a module MEMBRANE for searching of initial shapes of membrane structures. This work is a contribution to the creation of this module.