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Tesis sobre el tema "Arched truss truss"

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Publicado: 4 de junio de 2021
Última modificación: 2 de febrero de 2022

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1

Laurendeau, Matthew P. "Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program". DigitalCommons@USU, 2011. https://digitalcommons.usu.edu/etd/904.

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The Long Term Bridge Performance (LTBP) program is an organization within the Federal Highway Administration that inspects, tests, analyzes, and observes, for an extended period of time, a variety of bridge types throughout the United States. Part of the program includes periodic testing of select bridges of a span of 20 years. The Kettle River Bridge located outside of Sandstone, Minnesota was selected for study due to its unique design. The Kettle River Bridge is a historical steel cantilevered deck arched Pratt truss bridge. The bridge was instrumented with 151 strain gauges on various floor and truss members along with eight displacement gauges strategically placed along the truss. All gauges were read simultaneously as the bridge underwent non-destructive live loading. The recorded gauge readings were analyzed to determine bridge behavior and then used in the assistance of calibrating a working finite-element model. After a working model was verified the distribution factors for the interior and exterior floor stringers were determined. By using the controlling distribution factor, a load rating for the bridge was determined for both inventory and operating. The distribution factors and load ratings determined using the working finite-element model were then compared to the AAHSTO LRFD specifications.
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2

Andrej, Patrik. "Zastřešení víceúčelového sportovního objektu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409846.

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The subject of the master thesis is the design and assessment of the supporting roof steel structure on the building, which will be used for various sports events in Znojmo. The building has a rectangular floor plan with dimensions of 50 x 60 m. The height at the top is 15 m. The trusses are articulated on concrete columns. Structure stability ensures system of bracings. The work contains a static calculation of the main load-bearing elements, including the relevant joints. The roof and cladding consist of sandwich panels.
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3

Badár, Tomáš. "Výstavní pavilon". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392108.

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The aim of the work is to design steel structure exhibition pavilion. The building is situated in Brno. The construction is processed in two options. The option A is designed in variant of arched space frame. The internal ground plan dimensions of the building are 42 x 72 meters. Space frame is hinged to the structure of columns. Height in the top of the ship is 16,834 metres. The option B is designed in variant arched truss. The internal ground plan dimensions of the building are 42 x 70 meters. Arched truss is hinged to the structure of columns. Height in the top of the ship is 18,334 metres. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The main material will be used steel S235.
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4

Matějková, Pavla. "Hangár". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392113.

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Diploma thesis contains a design of steel load-bearing structure of a hangar placed in Brno-Medlánky. The ground dimensions are 40.0×44.0 m, the height of the building is 10.0 m. Two preliminary variants of the design solution were processed; main difference is the shape of the truss girder. Both variants were assessed for a combination of seventeen load cases. The comparison of the variants led to the selection of the final variant, which was assessed in detail. The girder truss in this variant is an arched truss, the height of the truss is 1.5 m, the individual elements are made of square hollow sections. A detailed static calculation was performed including the calculation of joints, drawing documentation and technical report. The main construction material is S235JR steel.
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5

Bystrianská, Kateřina. "Ocelová konstrukce autosalonu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392250.

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The diploma thesis deals with the design and assessment of the steel construction of the car showroom in Jihlava. The ground dimensions of the structure are 40,0 x 52,0 m and the height at the highest point is 13,14 m. The supporting structure consists of a truss girder consisting of a set of arches, outer columns and an inner column with a strut. This is a freebase system, the distance of the bindings is 4.0 m. In the framework of the work is elaborated the comparison of two variants, more suitable includes the static calculation of the main supporting parts, including the joints and details. The main construction material is steel, grade S 355.
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6

Morcinková, Kateřina. "Volnočasové centrum s ubytováním". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240049.

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New-building of leisure center. The building contains two stories, without basement. Structural system of building is created by Porotherm and supplemented by reinforced concrete columns. There are large entrance hall, canteen, lecture and exercise rooms in the ground level. Accommodation rooms, private apartment, laundry room and building manager’s apartment are situated in the second level of building. Roofing of the two-storey building is created by arched truss. The single-storey building is roofed by green roof.
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7

Bém, Miroslav. "Víceúčelová sportovní hala". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227528.

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The aim of the master’s thesis is design and assessment of multipurpose sport hall structure. located in Moravské Budějovice. The hall has rectangular ground plan and it is 40 m wide and 48 long. The proposal is developed in four variants according to ČSN EN. Structure is composed of rolling sections and tubes. The main bearing components are arched trusses. In both gable walls are designed steel truss columns. Structure has been accomplished by Scia Engineer 14 and hand computation
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8

Trávníček, Jakub. "Lávka pro pěší". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227456.

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The goal of this diploma work is a proposal and structural survey of wooden bridge for pedestrians and cyclists over the water area. The bridge is situated into the area of town Jihlava. A clingy slat wood and steel construction elements have been used for construction proposal. Bridge span is being used as 50 metres. Generally two variations of bridge constructions have been elaborated, variation A and variation B, of which variation A has been elaborated in more details.
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9

Vrátný, Martin. "Víceúčelová sportovní hala". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227188.

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This thesis describes the design of a multipurpose sports hall in Pribram. The sports hall is situated in the town of Pribram II. The aim of this work is to propose bearing structure with dimensions 49 x 28 halls has a background in the shape of L in the level of ± 0.000. Maximum height of the hall is 14 meters.Structure of the hall consists of arched trusses in 7 m grid supported by steel columns. This is a column support system. The building is based on the footings. Ensure stability bracing. Perimeter and roof cladding consists of sandwich panels.
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10

Kulichová, Jana. "Letištní hala". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227583.

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The construction of the concourse is designed from steel.Construction was designed in 2 variants.The construction of the hall is radially curved in plan view with a circular sector on the longitudinal side.Roof structure consists of eight trusses at an axial distance of 9 m.Tracks are arched truss designed as a parallel.Trusses are designed to span 40m.Maximum ground clearance hall at the top is 14 meters.Letištní hala byla řešena v programu Scia Engineer 2014 a součástí je i výkresová dokumentace.
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11

Sosna, Martin. "Ocelová konstrukce plaveckého bazénu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409843.

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The thesis deals with the design and structural assessment of the swimming pool object in Dobruška. The solved structure has been chosen of the 2 preliminary variants. The dimensions of the rectangular floor plan are 34,10x40,99 m and the height of the ridge is 13,83 m. The structural system consist of two-hinged arched trusses which are connected with solid-web purlins and girts. The spatial rigidity is provided by combination of longitudinal and sway bracings. The cladding comprises of Kalzip roof system and a glass facade.
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12

Smrčka, Václav. "Autosalon". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372131.

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The aim of the thesis is to design and appreciation steel load-bearing structure of motor show. The object is situated in Brno. The Structure consist of tubes and rolling sections. The breadth of construction is 36,5m, lenght 42m and height in the heihest point is 13,2m. The structrure is consists of three parts. Show room, offices and workshop. The height of show room is 20m, offices 8,5m and workshop 8m. The show room consist of arched truss girder. The distance of each cross links is 6 m. Structural design were perfomered by Scia Engineer 2017 and hand computation.
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13

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 designed from steel of class S355.
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14

Hobzová, Klára. "Sokolovna, Okříšky". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410005.

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This diploma thesis deals with the design of sokol house located in the cadastre unit of Okříšky (709778). The building is designed as two-storey building rectangular shape with parking for visitors. The main feature of the sokol house is the multipurpose playground, which also serves as a parquet for social events and as an auditorium for cultural events. The structural systém is consists of wooden CLT panels for walls, wooden elements for the floor and roof and arched truss. The tesis contains the drawings as the documentation for construction.
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15

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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16

Kaczová, Silvia. "Zastřešení sportovního víceúčelového objektu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372012.

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The subject of my diploma thesis is to design and assess a multipurpose sports hall in the area of Brno-Bystrc. The shape of the hall is rectangular with dimensions 45 m × 48 m. The roof is designed from an arched truss. The height of the construction is 18 m. Part of the thesis is a technical report which contains details of construction, list of used materials, production and maintenance method. The work also includes the static calculation of supporting elements and joints and the graphical documentation. The valid CSN EN technical standards were used for the design and assessment.
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17

Bulíček, Radek. "Přepočet a variantní návrh ocelové střešní konstrukce zimního stadiónu v Jihlavě". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226914.

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The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main girders, purlins, roof bracing - have been evaluated according to actual normative rules. It is evident that the static assessment of the existing structure is satisfied from viewpoint of ultimate and serviceability limit states. The static assessment of the new structure is satisfied from the viewpoint of both limit states.
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18

Hazuková, Jarmila. "Taneční klub ve Frenštátě pod Radhoštěm". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227790.

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The subject of this project documentation for building is new building of Ballroom dance club in Frenštát pod Radhoštěm conected with current building of cinema. Object is situated in Frenštát pod Radhoštěm in region of Nový Jičín. The target of this diploma thesis was design of public building for cultural enjoying with using current spaces in the locality to fulfill requirements of investor. The thesis is devided into parts of preparing, situating, documentation to be involved into the surrounding.
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19

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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20

Kratochvílová, Veronika. "Ocelová konstrukce volejbalové haly". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239981.

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The diploma thesis deals with the study of sports hall designated for volleyball. The volleyball hall is steel construction with arched truss with span of 30 meters. Sport`s background, roofed by mono-pitch plus saddle roof, is part of south-easterly side of the hall. The hall is situated in moderate slope terrain in cadastre unit Zbraslav na Moravě. Designed hall has rectangular plan (48 x 30 m) to this belongs also the foyer and the clubroom. Clear height of the hall is 15 m. Object consists of columnal structural system with steel columns that support arched truss. Center to center spacing of main truss is 8 m. The object is set up on reinforced concrete foundation pad. Column foot is sticked in foundation pad and column head is pinned. Roof’s and wall’s bracings provide stability of the hall. Curtain walling and roof cover is made of sandwich panels Kingspan. Insolation and daylighting is guaranteed by plastic windows set in the wall.
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21

Bambas, Vratislav. "Wellness hotel". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226402.

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Newly built Wellness hotel. The building is partially basement. The building has three parts. The central part is made of reinforced concrete skeleton and has five aboveground floors. This part serves as the main entrance hall and staircase. The side tracts have four aboveground floors and their support system is a transverse wall, brick, from the system Porotherm. In the basement there is a swimming pool and hotel facilities. There is located a restaurant too. On the second floor there are rooms, a gym and services. On the top floor there are only hotel rooms. The building is based on thecontinous footings. Roofing is made arched trusses.
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22

Malchárek, Robert. "Zastřešení víceúčelového sportovního objektu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265602.

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The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.
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23

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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24

Chen, Tse-Ping y 陳擇平. "stability analysis and structural steel design of parabolic truss arches". Thesis, 2008. http://ndltd.ncl.edu.tw/handle/46288239795494295521.

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碩士
國立臺灣海洋大學
河海工程學系
96
The truss systems are widely used in civil, ocean and aerospace engineering. Most specifications concerning design of such structure mainly focus on preventing from buckling of individual members. This consideration has proven adequate for truss structures under transverse loading, whereas a truss arch subjected to axial compressive force may exhibit overall buckling without inducing local instabilities. Buckling and Postbuckling of arches trusses is the major concern of this study. Analysis is based on geometrically nonlinear finite element method together with perturbation technique. Single- and two-span multistory truss arches are investigated. Both stable-and unstable-postbuckling are found.
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25

Matějka, Miroslav Pacifik. "Analýza biblické důvěry ve světě Pentateuchu". Doctoral thesis, 2011. http://www.nusl.cz/ntk/nusl-311419.

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This Study elaborates the topic of Biblical Trust in the World of Pentateuch. This trust is understood as to rely in a purely subjective way on a word or instruction of some person. In case of God it frequently means a conviction that some humanly unrealizable promises are to be fulfilled. Such attitude secures to the trusting person merits before God. Rely on God is often understood in a confrontational way as opposite to the life of unbelievers. Trust requires courage to make leap in the dark. Meanwhile it is always right to trust in God, trust in a human person is in Pentateuch interpreted as fool. But if the respective man is the spokesman of God, the eventual mistrust is seen as an attack against God himself. In case of God's revelation trust becomes duty. If there is any doubt people can ask some sign of authenticity for the presented God's will. But if the will is known, eventual mistrust is interpreted as disobedience and follows a severe punishment. The same trust which belongs to God is required also for his prophet and for the Law proclaimed in the God's name. If somebody relies on himself in sense of exaggerated self-confidence which does not count on God, it is understood as a crime. In the same manner is valuated the trust directed towards the pagan divinities.
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