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Dissertations / Theses on the topic 'Arched beam'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 February 2022

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1

Mikhno, Yevgeniy. "Návrh lávky přes silnici I/11 v Ostravě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409840.

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The aim of this bachelor thesis is variant design and assessment of loadbearing structure of steel footbridge over I/11 route. Main superstructure will have two steel arched beams joined with lower orthotropic deck using suspenders in the „V“ shape. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.20. The span of the footbridge is 48,71 m, free width is 4 m, height is 7,5 m. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are
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2

Morks, Vojtěch. "Lávka pro pěší." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391920.

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The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.
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3

Doležal, Martin. "Silniční most." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226051.

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This master' thesis deal with the desiggning of steel bearing structure of road bridge with span of 48,5m with lower bridge deck, which cross local road over the river Thaya in the town Znojmo. Three variants have been designed of arched bridge. The most economical variant was prepared in detail and wascarried out static assessment of individual elements and selected details. In detail solved variant is the bridge with free staing arches and lower bredge deck with composite crosspiece. The span of bridge is 48,5m, width of bridge is 11,5meters, free width of main trafic area 6,5m. Camber of br
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4

Matouš, Petr. "Ekodukt na dálnici D1." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227152.

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The master’s thesis focuses on suitable design of an ecoduct on the highway D1 near Jihlava. It includes a structural analysis of reinforced concrete strip footings and wooden beams in all phases of construction. The material of the main bearing system is glued laminated timber GL24h. An important part of three-jointed ecoduct wooden arched beams is well-chosen isolation.
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5

Kalísová, Eva. "Most přes železniční trať a řeku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-412923.

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The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc with a suspended pre-stressed bridge beam. The supporting element is a reinforced concrete backbone. The construction is built on a ring. Static analysis partly includes the effect of phased construction. The design was assessed according to EN.
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6

Pupík, Antonín. "Lávka pro chodce a cyklisty." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226075.

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This thesis deals with the design and assessment of footbridge for pedestrians and cyclists in the city of Hranice, Rybare district. The footbridge will serve as a crossing point over the river Bečva and will conect cycling trail with the street Rybarska. The content of this paper is to propose two different variants of structures. One of these options is selected based on their economic evaluation and further processed. Length of the bridge is 50m.
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7

Milich, Marek. "Sportovní hala v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226641.

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The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-c
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8

Sicha, Jakub. "Statické řešení zastřešení nádrže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409778.

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9

Žák, Ondřej. "Obchodní galerie." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226649.

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Master's thesis addresses the design and assessment of the load bearing structure of the shopping gallery. The building is designed as a three-storey rectangular plan with a flat roof. The structure is composed of steel frames and composite steel and concrete slabs. There are proposed two possible solutions - variant with a flat roof and direct central gallery, a reinforced rigid steel frames and a variant with a cupola roofed circular inner atrium, solidified with rods.
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10

Hric, Fedor. "Lávka pro pěší a cyklisty ve městě Zvolen." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265624.

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Diploma´s thesis is about timber structure of footbridge for pedestrians and cyclists over the Slatina river in the city of Zvolen as cast of alternatives. In the first alternative is footbridge designed as a simple arched beam, made of glued laminated timber. Footbridge is also designed with semi through bridge deck, made of structural timber. The second alternative is designed as a tied arch structure. At this alternative is the bridge deck left unchanged(material, sizes of members). Both alternatives are attested by currents standarts.
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11

Dural, Ebru. "Analysis Of Laminated Glass Arches And Cylindrical Shells." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12612907/index.pdf.

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In this study, a laminated glass unit which consists of two glass sheets bonded together by PVB is analyzed as a curved beam and as a cylindrical shell. Laminated glass curved beams and shells are used in architecture, aerospace, automobile and aircraft industries. Curved beam and shell structures differ from straight structures because of their initial curvature. Because of mathematical complexity most of the studies are about linear behavior rather than nonlinear behavior of curved beam and shell units. Therefore it is necessary to develop a mathematical model considering large deflection th
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12

Šašinka, Jakub. "Ocelová konstrukce vojenského muzea." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227198.

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The diploma thesis describes the design and assessment of steel structure of the roofing of the military museum in Králíky. The supporting structure of hall is 40.00 meters span. The total layout are 55.93 x 72.04 m, building height 11.43 m, 16.11 m pylon height. Main construction material is steel, grade S355, secondary constructions are made from steel grade S235, rods are made from steel grade S460. I did optimization of steel structure and chose the best option. For this option I made detailed structural analysis. It is prepared by static analysis of the main load-bearing parts of the stru
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13

Grussmann, Jan. "Lávka pro pěší." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227762.

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Master´s thesis deals with design and complex static assessment of timber roofed footbridge structural system. The calculation part is divided into three main chapters, that are dedicated to determine load impacts on structure, to particular structural and roof members assessment and also to design details of connections. The lower part of structure is formed by flat arched main beams of glued laminated timber, floor beams, stringers and under-deck bracing. The upper part of footbridge is formed by structure of gabled roof and additional bracings. Transversal frames of footbridge copy the shap
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14

Wawreczka, Karel. "Ocelová konstrukce výstavního pavilonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372019.

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The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.
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15

Körner, Stefan. "Theologie als Beat, Pop und Heavy Metal." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2013. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-101963.

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Der erste Eindruck, er täuscht. Viele Besucher, die das „Schallarchiv“ zum ersten Mal betreten, äußern sich verhalten, die leichte Enttäuschung kaum verhehlend: „Das ist es also“. Ja, das ist es, das weltgrößte Archiv für christliche Popmusik. Und in der Tat: 2.500 LPs sind optisch weit weniger eindrücklich als die gleiche Anzahl Bücher. Was sich aber in den Plattenhüllen, in den Rillen des Vinyl verbirgt, das hörbar wird, sobald die Nadel die Vertiefungen nach den darin eingepressten Tönen abtastet, bringt den Hörer unvermittelt ins Staunen. Manch angestaubte Platte lässt vernehmen, wie sehr
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16

Sacharuk, Ljudmila. "Transport- und Verdichtungsprozesse des Sandes beim Vollformgießen." Doctoral thesis, [S.l. : s.n.], 2001. https://fridolin.tu-freiberg.de/archiv/html/MaschinenbauSacharukLjudmila666916.html.

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17

Wang, Guijun. "Numerische Untersuchungen zum Bruch- und Verformungsverhalten von geklüfteten Gebirgsbereichen beim Tunnelbau." [S.l. : s.n.], 2001. https://fridolin.tu-freiberg.de/archiv/html/GeotechnikBergbauWangGuijun028814.html.

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18

Sahebkar, Moghaddam Bahman. "Untersuchungen zur Abhängigkeit der oberflächennahen Strömungen von den Prozessparametern beim Stranggießen." Freiberg : TU Bergakademie Freiberg, Fakultät Werkstoffwissenschaft und Werkstofftechnologie, 2004. https://fridolin.tu-freiberg.de/archiv/html/WerkstofftechnologieSahebkar%5FMoghaddamBahman77854.html.

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19

Palmer, Matthew Earle. "Kinematics of beam flexure four-bar linkages with applications in a compound bow." Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-11012008-063505/.

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20

Rebrova, Tatiana. "Galerie letecké techniky a tradic letectví na letišti Medlánky v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-354967.

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Area of the airport Medlánky is situated on the border of city districts Brno-Medlánky and Brno-Komín near the nature reserve "Medlánecké kopce". The designed gallery of aviation is a two-storey building, which consists of three parts. The main part is the exhibition space for airplanes, which is formed of a single-storey long-span hall, with the two-storey entrance part of the complex of buildings connected to it, in which are situated the area of the entrance, the training center (detached workplace of the institute of aviation FS BUT in Brno) and the administration. In the building of the o
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21

Ribeiro, Carolina Paula Baptista. "Asymptotic derivation of models for anisotropic piezoelectric beams and shallow arches." Doctoral thesis, 2009. http://hdl.handle.net/1822/9955.

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Tese de doutoramento em Ciências<br>Due to the wide use of anisotropic solid structures, the study of anisotropic piezoelectricity becomes increasingly important. The purpose of this thesis is to extend the research of ´Alvarez-Dios & Viaño [1993, 1996, 2003] and Trabucho & Via˜no [1996] to anisotropic elastic beams, and present asymptotic models for anisotropic piezoelectric beams. These models are derived in a rigorous way from a three-dimensional problem for an anisotropic piezoelectric beam under an electric potential applied on one of two types of boundary: first type when the elect
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22

Souza, Jean Marcos Teixeira de. "In-plane thermo-mechanical behavior of curved steel beams with constant curvature." Master's thesis, 2019. http://hdl.handle.net/10198/23322.

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Mestrado de dupla diplomação com a UTFPR - Universidade Tecnológica Federal do Paraná<br>Curved steel beams and arches are structures originated from mechanical processes of curving straight members, usually I or H profiles, in order to get a desired geometry to attend aesthetics or project requirements. This type of elements behave differently when compared to regular straight members, with specific instability modes and different responses to various types of loading conditions. For these reasons, such structural members may react distinctively when submitted to fire conditions or eleva
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