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Rozprawy doktorskie na temat „Slab construction”

Autor: Grafiati

Data publikacji: 2 czerwca 2025

Data aktualizacji: 31 lipca 2025

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1

TAKEY, TADEU HIROAKI. "COLD FORMED SLAB SYSTEMS FOR BUILDING CONSTRUCTION." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2001. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2421@1.

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Este trabalho apresenta um estudo de um novo sistema de laje mista com o uso de perfis metálicos de chapa dobrada e isopor seqüencialmente dispostos lado a lado e preenchidos com concreto de armado. A principal motivação para este estudo foi o desenvolvimento de um eficiente sistema de laje fácil e rápida de ser construído, e que fosse econômica. O sistema de laje desenvolvido maximiza o espaço livre útil da construção, eliminando a necessidade de formas e escoras tendo assim como conseqüência direta a minimização das perdas construtivas. Os resultados obtidos indicaram que os custos d

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2

Trygstad, Steinar. "Structural Behaviour of Post Tensioned Concrete Structures : Flat Slab. Slabs on Ground." Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2001. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-114.

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<p>In this investigation strength and structural behaviour of prestressed concrete is studied with one full scale test of one flat slab, 16000 mm x 19000 mm, and three slabs on ground each 4000 mm x 4000 mm with thickness 150 mm. The flat slab was constructed and tested in Aalesund. This slab has nine circular columns as support, each with diameter 450 mm. Thickness of this test slab was 230 mm and there were two spans in each direction, 2 x 9000 mm in x-direction and 2 x 7500 mm in y-direction from centre to centre column. The slab was reinforced with twenty tendons in the middle column strip

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Hobbs, Michael. "Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2014. http://hdl.handle.net/10092/9946.

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Composite construction is widely used worldwide and is undergoing significant technological development. New Zealand is part of this development, with new beam options incorporating multiple unstiffened web openings and new deck profiles supported by extensive testing. However, one area where relatively little research has been undertaken is in the interaction of the composite slab with the seismic resisting system under lateral loading. In order to provide important new information in this area, a series of full scale beam-column-joint-slab subassemblies were tested at the University of Can

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Hon, Alan 1976. "Compressive membrane action in reinforced concrete beam-and-slab bridge decks." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5629.

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Alfonso, Lazaro. "Crack control in toppings for precast flat slab bridge deck construction." [Gainesville, Fla.] : University of Florida, 2005. http://purl.fcla.edu/fcla/etd/UFE0010294.

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Russell, Justin. "Progressive collapse of reinforced concrete flat slab structures." Thesis, University of Nottingham, 2015. http://eprints.nottingham.ac.uk/28991/.

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In 1968 a relatively small gas exposition on the 18th floor of the Ronan Point tower building resulted in the partial collapse of the structure. This event highlighted that progress collapse may occur to structures under an accidental loading event. Other events, including the bombing of the Murrah federal building in 1993 in Oklahoma, have resulted in the common design requirement that a structure be capable of surviving the removal of a load bearing element. This approach, often referred to as the sudden column loss scenario, effectively ignores the cause of the damage and focuses on the str

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Vandiver, Pamela Bowren. "Sequential slab construction : a Near Eastern pottery production technology, 8000-3000 B.C." Thesis, Massachusetts Institute of Technology, 1985. http://hdl.handle.net/1721.1/80444.

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Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Materials Science and Engineering, 1985.<br>MICROFICHE COPY AVAILABLE IN ARCHIVES AND SCIENCE.<br>Bibliography: leaves 285-299.<br>by Pamela Bowren Vandiver.<br>Ph.D.

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8

Skates, Alan Stewart. "Development of a design method for restrained concrete slab systems subject to concentrated and uniform loadings." Thesis, Queen's University Belfast, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.303975.

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Steele, John Phillip. "Composite RCS frame systems: construction and peformance." Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.

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The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in low- to mid-rise space frame buildings located in regions of high wind loads and/or moderate seismicity. To better understand these systems, two full scale RCS cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading. The experimental portion of this research program included the construction and testing of two full-scale cruciform specimens with identical overall dimensions but with differ

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10

Zorlu, Merve. "Evaluation Of Punching Shear Strength Design And Modelling Approaches For Slab-column Connections." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614889/index.pdf.

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Flat plate systems are constructed with slabs directly supported on columns. Since there are no beams in the system, the behavior of connections between the slabs and columns play a crucial role. Due to the sudden and brittle nature of punching shear failures, slab-column connection design must be conducted with proper safety precautions. The first part of this study aims to evaluate the safety level of different design expressions in the codes. Fir this purpose, the ability of ACI 318-11, TS-500 and Eurocode-2 to estimate punching shear strength was examined in light of experimental results c

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McGurl, Michael Patrick. "Analysis of Vertical Load Distribution in Shoring and Slab Systems of Multistory Concrete Structures under Construction." NCSU, 2010. http://www.lib.ncsu.edu/theses/available/etd-04012010-165640/.

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Analysis of the construction load distribution during construction of multistory concrete buildings is critical for both construction safety and economy. Recent reduction of load factors used in design of the permanent structure has resulted in less strength availability in the construction stage and need for tools to better support shoring and reshoring analysis. Using the traditional simplified method to analyze loads in a concrete structure under construction, spreadsheet models have been developed which distribute load inputs chosen by the engineer. The models determine the vertical loads

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Arping, Christopher, and Karl Bergman. "The difference between the calculated cost and the actual cost with focus on concrete slab." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-142879.

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Denna studie är ett examensarbete och det avslutande momentet inom utbildningen byggteknik på Linköpings Universitet, campus Norrköping. Examensarbetet fokuserar på att ta reda på och kartlägga kostnadsavvikelser mellan kalkylerade och verkliga byggkostnader. Bakgrunden till studien ligger i att båda författarna har erfarenheter från byggbranschen och vet att kostnadsutfallet för projekt inte alltid blir som planerat. Därför togs beslutet att djupare analysera om vad orsakerna till avvikelser kan bero på. Syftet med studien är att undersöka om möjliga avvikelser finns mellan k

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Ofosu-Asamoah, Kwabena. "Proposed code provisions for slab span thickness limitations including early-age construction loads and time-dependent effects." Thesis, University of Ottawa (Canada), 1993. http://hdl.handle.net/10393/6525.

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A typical construction procedure for a multi-storey reinforced concrete building involves supporting newly cast slabs on a number of previously cast floors through a reshore system. The loads transferred by the forms to the previously cast partially cured supporting slabs may appreciably exceed the design capacity. A further complication is that large early-age construction loads applied to immature slabs will cause large immediate deflections and extensive flexural cracking. The large ratio of applied stress to developed strength, coupled with the low elastic moduli of the immature slabs, wil

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14

Yaqoob, Saima. "BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD." Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806.

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Bridge edge beam system is an increasing concern in Sweden. Because it is the mostvisible part of the structure which is subjected to harsh weather. The edge beamcontributes to the stiffness of overhang slab and helps to distribute the concentratedload. The design of edge beam is not only affected by the structural members, but it isalso affected by non-structural members.The aim of the thesis is to investigate the influence of edge beam on the structuralbehavior of reinforced concrete overhang slab. A three-dimensional (3D) non-linearfinite element model is developed by using the commercial s

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15

Ward, Robert J. "Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway." University of Toledo / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197421660.

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Ward, Robert J. "Short-term construction load monitoring & transverse bending of the bottom slab on the I-280 Veteran's Glass City Skyway /." Connect to full text in OhioLINK ETD Center, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=toledo1197421660.

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Thesis (M.S.C.E.)--University of Toledo, 2007.<br>Typescript. "Submitted as partial fulfillment of the requirements for The Master of Science in Civil Engineering." "A thesis entitled"--at head of title. Bibliography: leaves 55-56.

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Alarcon, Escalante Yoseline Lizbeth, and Medina Yoleisi Mishell Ostos. "Propuesta de una guía de asistencia para la mejora en los procesos de autoconstrucción de viviendas de dos pisos. Caso: A.H. Programa Municipal Vivienda Única - Distrito de San Juan de Miraflores." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/653047.

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En la siguiente tesis se presenta los resultados de un trabajo de investigación sobre los deficientes procesos autoconstructivos de las estructuras de una vivienda de dos pisos en el Asentamiento Humano Vivienda Única - San Juan de Miraflores. Sabemos que un gran porcentaje de la población habita en viviendas autoconstruidas, vulnerables a cualquier fenómeno de la naturaleza, pues no cumplen con los parámetros de construcción establecidos. Para desarrollar el problema y los objetivos de la presente tesis de investigación se resume a continuación el contenido de cada capítulo a desarrollar. Pr

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18

Figuli, Juraj. "Novostavba rodinného domu v Poříčí nad Sázavou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239958.

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This diploma thesis involves design and assessment of the supporting elements of a two-storey family house ceiling construction. The slab components are pairs of beams and translations. I have choose two variants of solution for a long span elements. The first variant includes reinforced concrete elements only and in the second one prestress is used for beams, because of reducing construction height requirements. The basic model was evaluate by the calculation program Scia Engineer 2013, so I made 2D model of a slab in the program and joined 1D elements to the slab like a ribs. Selected prestr

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Juda, Jan. "Návrh betonové konstrukce hudebního pavilonu v Poděbradech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-412922.

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This diploma thesis is focused on the roofing of the stage in spa park in Poděbrady. This construction is designed in two variants. In each variant is determined load on the structure and internal forces acting on the structure. Of these two variants, only one variant was selected. This selected variant was design in detail. In this variant was dimension their parts. Under the roof construction is located stage, which was not solved in the diploma thesis. All elements are dimensioned to the ultimate load condition by ČSN EN 1992-1-1. Drawings of the foundations, shapes construction, reinforcem

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Woods, Lisa Joy. "The significance of negative bending moments in the seismic performance of hollow-core flooring." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2008. http://hdl.handle.net/10092/2042.

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Hollow-core flooring units are designed as simply supported members. However, frequently in construction, continuity is established between the units and supporting structure by the addition of insitu topping concrete and steel reinforcement. This change in structural form can result in negative bending moments and axial forces being induced in the floor by seismic and other structural actions. Significant negative moments are induced by load combinations that include the effects of seismic forces due to vertical ground motion. The focus of this research was two failure mechanisms possible und

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21

Zhang, Jiwen. "BRIDGE END SETTLEMENT EVALUATION AND PREDICTION." UKnowledge, 2016. http://uknowledge.uky.edu/ce_etds/40.

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A bridge approach is usually built to provide a smooth and safe transition for vehicles from the roadway pavement to the bridge structure. However, differential settlement between the roadway pavement resting on embankment fill and the bridge abutment built on more rigid foundation often creates a bump in the roadway. Previous work examined this issue at a microscopic level and presented new methods for eliminating or minimizing the effects at specific locations. This research studies the problem at a macroscopic level by determining methods to predict settlement severity to assist designers i

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Van, der Merwe Johann Eduard. "Rocking shear wall foundations in regions of moderate seismicity." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1957.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009.<br>ENGLISH ABSTRACT: In regions of moderate seismicity it has been shown that a suitable structural system is created when designing the shear wall with a plastic hinge zone at the lower part of the wall, with the shear walls resisting lateral loads and all other structural elements designed to resist gravity loads. A suitably stiff foundation is required for the assumption of plastic hinge zones to hold true. This foundation should have limited rotation and should remain elastic when lateral loads are applied to the s

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Carlsson, Catharina, and Stefan Johnsson. "Jämförande studie mellan en ZIP-balksbro och en traditionell plattrambro : Utifrån underhåll, materialåtgång, last av trafik samt en utvärdering av det färdiga broprojektet." Thesis, Högskolan i Halmstad, Akademin för ekonomi, teknik och naturvetenskap, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-42936.

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I Sverige finns 21 000 broar som Trafikverket förvaltar (Trafikverket, 2018a). Två brotyper som finns är rambro och balkbro. Rambron är en av de vanligaste brotyperna och är uppbyggd som en fast inspänd konstruktion. Brosystemet kallas plattrambro eller balkrambro beroende på om balkarna eller plattan är det bärande elementet. Om bron istället är fritt upplagd på stödkonstruktionen, kallas brosystemet för plattbro eller balkbro (Vägverket, 1996). ZIP-balksbron är uppbyggd som en balkbro med en modell liknande omvända T-balkar som läggs fläns mot fläns. Brosystemet kommer ursprungligen från Spa

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Hejl, Zbyněk. "Objekt pro bydlení – nosná železobetonová konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409791.

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Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.

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Ashrafi, Karzan, and Ahmed Ibrahim Ali. "Testning av betongskivor för inredningsändamål." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-104763.

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Detta examensarbete syftar till att utveckla ett nytt sätt att använda betong för inredningsändamål. Betong har alltid använts i större byggnader, infrastruktur och andra kategorier. Nyligen började den moderna inredningen använda betong inomhus, till exempel som bänkskiva eller som en hylla. Arbetet fokuserar på en huvudfråga: Är betong ett bra materialval för inredning? För att besvara denna fråga bestämdes några punkter för att komma till huvudfrågan. Följande punkter behövde testat och analyserad för att komma till svaren: - Beräkna och testa betongens hållfasthet - Testa slagtålighe

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Kubíček, Ondřej. "Most na silnici II/379." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371987.

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The master´s thesis deals with a new road bridge on the road II/379. There are three possible variants in preliminary design but only the option of connected girder slab beam of four fields was selected. This variant was assessed by static calculation in accordance with European standards. Other important parts of this thesis are also drawings, construction progress, visualisation and technical report.

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Benák, Dalibor. "Stavebně-technologický projekt polyfunkčního domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226997.

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This master's thesis focuses on a preparation of a multifunctional building in Brno, on Vídeňská street. It is based on a project that has been realized in 2005. Construction-technological preparation of this project includes the design of securing of time, financial, and human resources, project of construction site layout, a design of construction machines setup, technological manual for construction of monolithic reinforced concrete structure, plan of controls and tests for quality, and a manual for obtaining permission for using public space and protection of historical tree.

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Olonisakin, Akinwumi Adeyemi. "Reinforced concrete slabs with partial lateral edge restraint." Thesis, University of Cambridge, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.325008.

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Balúch, Tomáš. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265350.

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This master's thesis focuses on design and elaboration of documentation for construction of a Car Showroom. The building is divided to two functional parts. The building is to be situated on plot number 1333/21, cadastre unit: Bohunice. The building is to be located on an undeveloped plot in possesion of the investor. The parking lots are connected to a local road. All substantial infrastructures are located nearby the plot. The proposition and the design of the building have respect for both commune plan and current buildings. The documentation is elaborated with regard to the contemporary Cz

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VIANNA, JULIANA DA CRUZ. "COMPOSITE SLAB SYSTEM FOR RESIDENTIAL CONSTRUCTIONS USING COLD FORMED STEEL PLATES WITH EMBOSSMENTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6962@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Nos trabalhos já concluídos nesta linha de pesquisa foram desenvolvidos protótipos de deck-metálico (steel-deck), empregando-se diversas formas de ligação entre a chapa de aço e o concreto armado, tais como: corrugações de alma (Andrade, 1986), parafusos auto-brocantes (Takey, 2001), septos em perfís tipo bandeja (Vieira, 2003) e corrugações circulares profundas (Beltrão,2003). Com a intenção de se desenvolver um novo perfil metálico que apresentasse uma boa aderência mecânica entre o concreto e o aço e com características

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Ouf, Mohamed El-Sadek Abdel Rahman. "Stabilisation of clay subgrade soils using ground granulated blastfurnace slag." Thesis, University of Leeds, 2001. http://etheses.whiterose.ac.uk/327/.

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Roads constructed on expansive clays may be adversely affected by the behaviour of the clay. Expansive clays suffer volume change due to changes in moisture content which causes heaving, cracking and the break up of the road pavement. Stabilisation of these types of soil is necessary to suppress swelling and increase the strength of the soil and thus partially decrease the thickness of road pavement layers. The use of by-product materials for stabilisation has environmental and economic benefits. Ground granulated blastfurnace slag (GGBS), a by-product material in Egypt, and lime are used in t

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Kamaraldin, Khaled. "Punching shear and moment transfer in reinforced concrete flat slabs." Thesis, University of Westminster, 1990. https://westminsterresearch.westminster.ac.uk/item/94vwq/punching-shear-and-moment-transfer-in-reinforced-concrete-flat-slabs.

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Agossou, Yémalin. "Étude de la mise en oeuvre du rotin et du rônier comme armature des nervures et armatures de paillasse de la table de compression en béton de latérite." Electronic Thesis or Diss., Université de Lorraine, 2021. https://docnum.univ-lorraine.fr/public/DDOC_T_2021_0350_AGOSSOU.pdf.

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Chacun s’accorde aujourd’hui sur l’impact de la production des matériaux industrielles sur le climat de la planète. Le secteur de la construction est l’un des principaux responsables de cette situation car c’est le premier consommateur d’énergie et le deuxième émetteur de CO2 dans le monde. L’épuisement de certains gisements de matériaux est aussi l’un des problèmes que connait l’humanité. Il importe par conséquent de réaliser des bâtiments éco-respectueux, qui consomment peu d’énergie et émettent moins de gaz à effet de serre sur l’ensemble de leur cycle de vie. La présente étude s’intègre da

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Tovi, Shivan. "Deflection of concrete slabs : current performance & design deflection limits." Thesis, University of West London, 2017. https://repository.uwl.ac.uk/id/eprint/3836/.

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Deflection is usually controlled by limiting the span/depth ratio. One aspect of this research is to document the deflection of a concrete slab in a large residential block. The other part of the research is to look at current design limits. Limits on deformation were set many decades ago, when the forms of construction, partitions, finishing, cladding and service were very different from what they are now. Part of that is to review the span-to-depth method of design. Site investigation and testing theory through observation and data collection was the main deductive approach of this research.

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Dahl, Robert, and Emelie Göransson. "Jämförelse av beräkningsprogram och handberäkningar för att minimera armeringsmängd i grundplatta." Thesis, Uppsala universitet, Institutionen för samhällsbyggnad och industriell teknik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-413978.

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This study is based on an analysis of a foundation slab where calculations are done to find the minimum amount of reinforcement needed. The purpose of this thesis is to find a balance between time-cost, carbon dioxide emissions and the working environment. One way to minimize time-cost is by using FEM-software. In some cases, FEM-software is more exact than manual calculations, since manual calculations usually approximate. For this reason, manual calculations are compared to FEM-Design. FEM-software is commonly used for other parts of construction, which saves time-cost and materials compared

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Strnad, Stanislav. "Nosná konstrukce polyfunkčního domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391940.

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Subject of this diploma thesis is to design structural system of multifunctional building in Brno. This apartment building has 4 storey. Main load-bearing elements are concrete ceilings, columns and beams in first and second storey. In third and fourth storey are main load-bearing elements masonry and concrete ceilings with beams. Also there is prestressed beam in first storey. The structure was assessed for ultimate and serviceability limit state acording to standarts and regulation. Drawings and drawings of construction are part of the diploma thesis.

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Hasan, Umair. "Experimental study on bentonite stabilisation using construction waste and slag." Thesis, Curtin University, 2015. http://hdl.handle.net/20.500.11937/1821.

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Feasibility of stabilising bentonite with greener additives, construction waste and slag, was investigated. Addition of both additives improved unconfined compressive and direct shear strengths, optimum additives as 20% of construction waste and 5% of slag under all curing conditions. Effect was more pronounced with successive curing periods, showing highest value for 28 days curing. Presence of slag and bentonite grains in vesicles of construction waste particles was observed through SEM, EDS and XRD results.

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Talefirouz, Davood. "Use Of Granulated Blast Furnace Slag, Steel Slag And Fly Ash In Cement-bentonite Slurry Wall Construction." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615432/index.pdf.

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Slurry walls have been widely used for more than 25 years to control the migration of contaminants in the subsurface. In the USA, vertical barriers are mostly constructed of soil-bentonite using the slurry trench method of construction. In this method, sodium bentonite is mixed with water to form a viscous slurry that is pumped into a trench during excavation to maintain the trench stability. The stable trench is then backfilled with a mixture of soil and slurry having a consistency of high slump concrete. These barriers have been designed primarily for low permeability, generally less than 10

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Mašek, Petr. "Statické řešení železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371947.

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This diploma thesis deals with study of feasibility of waterpark monolithic reinforced concrete structure with roof terrace. This structure has one underground floor, which has water park utility function and two above ground floors. On the roof is terrace with grass, mobile bar and with space to relax. Subject of this diploma thesis is the main loadbearing frame, which has span 32 m. The structure is assessed according to limit states of valid norms and also takes into account construction stages and time dependent analysis. The structure is calculated on beam and slab-plate structural models

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Poledňák, Michal. "Polyfunkční objekt Kroměříž." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225853.

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This master´s thesis „Multipurpose building in Kromeriz“ is in a stage of project documentation of new multi-function building. The builing is designed as detached building with four stories and a flat roof. There are commercial areas – caffe, reality office and clothes store – in the first story. Then there are cellar for flats. There are situated 14 flats in two stories . There is designed a luxury flat with a huge taxace in the fourth story. The building is projected in a system of Heluz company and it is based on the wall footings. A construction of ceilling is made by steel concrete slab

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Resl, Jaroslav. "Stavební průzkum a diagnostika konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240360.

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The thesis is focused on the overview of the diagnostic methods for engineering surveys reinforced concrete constructions. The practical part explains engineering surveys of industrial building, evaluation of concrete strength on existing building and results from search reinforcements on individual elements. Next part is focused on load testing precast floor slab removed from construction and evaluation load capacity. The last part include structural design of elected parts (precast floor slab and beam).

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Sellars, Angela R. "The effects of typical construction details on the strength of composite slabs." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-07112009-040424/.

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Novák, Martin. "Stavebně technologický projekt ZŠ Otevřená, Brno - Žebětín." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227003.

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The constructive – technological project of elementary school in town district Brno – Žebětín, contains the technical report, the assessment of the wider transport relations, the time and financial plan of buildings, technological project of the site equipment, the main construction machines and mechanisms, the technological prescription for the underground construction, the inspection and test plan for the underground construction, the calculation of buildings for the objects, the safety report and the contract for work.

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Cmajdálková, Alžběta. "Vícepodlažní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371883.

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The subject of the master’s thesis is static design and assessment of the static load-bearing steel structure. The structure is designed for the site Brno. Specifically this is an eight-storey office building with a 54 x 12 m floor plan and a total height is 30,2 m. The steel structure is lovated betwrrn teo reinforced concrete towers secure for vertical transport. The structure is designed in three variants. In the one of them a steel frame with hingee attached elements. The ceiling structure is designed as composite steel and concrete structure.

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Limam, Sophia. "Etudes expérimentales et numériques du comportement des dalles épaisses en béton armé avec épingles sous cisaillement : Application aux bâtiments nucléaires." Thesis, Lyon, 2019. http://www.theses.fr/2019LYSEI006/document.

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Cette thèse, en s’appuyant sur l’expérimentation et la modélisation numérique vise à une meilleure compréhension du comportement des dalles épaisses en béton armé sous sollicitations de cisaillement. Le cas particulier des dalles avec épingles est d’ailleurs spécifiquement étudié et comparé aux dalles sans armatures d’effort tranchant, l’influence de l’effort membrane est également abordé. Une synthèse bibliographique a tout d’abord été effectuée pour mettre en évidence les paramètres agissant sur la contrainte de cisaillement à travers les résultats des travaux et études précédentes comme la

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Georgiou, Christina Nefeli. "Constructing informative Bayesian priors to improve SLAM map quality." Thesis, University of Sheffield, 2016. http://etheses.whiterose.ac.uk/17167/.

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The problem of Simultaneous Localisation And Mapping (SLAM) has been widely researched and has been of particular interest in recent years, with robots and self driving cars becoming ubiquitous. SLAM solutions to date have aimed to produce faster, more robust solutions that yield consistent maps by improving the filtering algorithms used, introducing better sensors, more efficient map representations or improved motion estimates. Whilst performing well in simplified scenarios, many of these solutions perform poorly in challenging real life scenarios. It is therefore important to produce SLAM s

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Gric, Pavel. "Analýza konzolového vyložení administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227745.

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This diploma thesis is about analysis of post-tensioned cantilever beam, which is part of cantilever of commercial building. The main part of thesis is evaluation of behavior of building structure in time and determination of the most suitable staging. Next part of thesis is design and evaluation of reinforced slab and beam.

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Tlamka, Tomáš. "Most na rampě přes dálnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265325.

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The proposal is for new construction of a road bridge over the highway.Three options of solutions were proposed but only the option of connected girder slab beam of six fields was selected. This variant was assessed by static calculation. Static calculation is processed in accordance with European standards. Another important part of this thesis is also drawings, visualization, technical report and construction procedure.

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Dvořák, Vít. "Bytový dům na ul. Vinohrady." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265648.

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The master´s thesis is focused on a design of monolithic reinforced concrete construction of an apartment building. The content of this work is design of two ceiling slabs, staircase, supporting columns, walls, girders and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawing of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analysed.

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Dufourd, Delphine. "Des cartes combinatoires pour la construction automatique de modèles d'environnement par un robot mobile." Phd thesis, Toulouse, INPT, 2005. http://oatao.univ-toulouse.fr/7413/1/dufourd.pdf.

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Ce travail s'inscrit dans la problématique classique de localisation et de cartographie simultanées pour un robot mobile évoluant en milieu intérieur supposé inconnu. Son originalité réside dans la définition d'un modèle de carte très structuré fondé sur un outil algébrique appelé « carte combinatoire », qui combine plusieurs types de représentations géométriques (modèles surfaciques et cartes basées sur des primitives géométriques) et fournit des informations topologiques telles que les liens d'adjacence. Nous détaillons la chaîne algorithmique permettant de construire des cartes en ligne sui

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