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Tesis sobre el tema "Cladding panels"

Autor: Grafiati
Publicado: 10 de marzo de 2023

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1

Winter, Gerrard Martin. "Determination of the design strength of thin structural veneer cladding panels /." St. Lucia, Qld, 2002. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17531.pdf.

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2

Baird, Andrew. "Seismic performance of precast concrete cladding systems." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2014. http://hdl.handle.net/10092/9997.

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Structural engineering is facing an extraordinarily challenging era. These challenges are driven by the increasing expectations of modern society to provide low-cost, architecturally appealing structures which can withstand large earthquakes. However, being able to avoid collapse in a large earthquake is no longer enough. A building must now be able to withstand a major seismic event with negligible damage so that it is immediately occupiable following such an event. As recent earthquakes have shown, the economic consequences of not achieving this level of performance are not acceptable. Tech
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3

Glass, Jacqueline. "Evaluation of tilt-up construction in relation to selected UK building types." Thesis, Oxford Brookes University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.364121.

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4

Fukan, Petr. "Stavebně technologický projekt bytových domů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226980.

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The purpose of the dissertation is to develop selected parts of technologically – building project of residential houses in Rosice. The building will be used for living. The building has nine building sites, in the dissertation eight building sites are solved. Main building site SO 01 – Apartment house first and second is solved in detail. The dissertation includes a technical report about technologically-building project, the time and financial plan, a study of the realization of the main stage of its construction. The coordination of the building and site equipment including the principles o
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5

Karásková, Zuzana. "Veterinární klinika." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240019.

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This diploma thesis deals with veterinary clinics in Prostejov. The building is secluded on almost flat land. The building has a simple rectangular shape, replicating the street, with a receding second floor. The building is brick, two-storey, basement, covered with a flat roof and green roof terrace. On the first floor are situated surgeries, surgeries, operating rooms, facilities for employees and utility room. On the second floor there is a pet shop, counseling, treatment plant dog, sanitary facilities for public office and facilities for temporary accommodation of employees, where it is po
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6

Hort, Martin. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410007.

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Diploma thesis describes the design and processing of project documentation of the multifunctional building. The multifunctional building is located in the central part of the town Náměšť nad Oslavou. The building has 4 floors. It is partly cellared building with flat roof and walkable terraces. This building is consisted of 2 functional parts, the first part is designed for living and the second one is designed for contact with the customer. There are shops and offices. The first floor is wheelchair accessible. In the basement there is a technical background of the building and cellars for ho
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7

Mikócziová, Martina. "Centrum pro sport a volný čas Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-355040.

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The project of the Sports and Leisure Centre Brno is dealing with the issue of creating a well functioning sports and recreational complex in Brno. The main subject of this thesis is a modern multifunctional arena with a capacity of 9 800, which is a part of the complex. The multifunctional arena is located alongside the main composition axis, which stretches from West to East through the Rybníček street to the football stadium. The arena contains dressing rooms for the ice hockey home team and visiting team as well as the youth ice hockey teams. The arena can serve multiple purposes and can b
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8

Ng, Chee Liang. "Experimental and theoretical investigation of the behaviour of brickwork cladding panel subjected to lateral loading." Thesis, University of Edinburgh, 1996. http://webex.lib.ed.ac.uk/homes/ng96.html.

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9

El-Kadi, Abdul Wahab Mohamed Adel. "Building cladding subject to explosive blast : a study of its resistance and survivability, with particular reference to architectural aspects and multi-panel glazing systems." Thesis, Cranfield University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265752.

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10

Oliveira, Luciana Alves de. "Tecnologia de painéis pré-fabricados arquitetônicos de concreto para emprego em fachadas de edifícios." Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04062003-100758/.

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A utilização de tecnologias construtivas inovadoras, como os painéis pré-fabricados arquitetônicos de concreto (PPAC), tem-se configurado prática frequente do mercado brasileiro por, potencialmente, contribuir para incrementar os níveis de industrialização dos processos de produção, bem como a qualidade do produto final a custos reduzidos. No Brasil, entretanto, não existem ainda normas ou manuais técnicos que balizem a utilização dessa tecnologia construtiva. Por isso, este trabalho sistematiza o conhecimento sobre a tecnologia de PPAC para emprego em fachadas de edifícios de múltiplos pavime
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11

POIANI, MARINA. "Robustness of Industrial Precast Buildings due to Damage Accumulation." Doctoral thesis, Università Politecnica delle Marche, 2019. http://hdl.handle.net/11566/263652.

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La robustezza degli edifici industriali, definita come la capacità della struttura di resistere ad azioni eccezionali come eventi sismici evitando un collasso globale, è uno dei principali argomenti di ricerca a causa della grave perdita umana ed economica che causa la mancanza di tale caratteristica. La maggior parte degli edifici industriali esistenti sono stati realizzati con normative senza specifici standard per strutture prefabbricate in cui la progettazione degli elementi costruttivi si basava sulle singole soluzioni progettuali dei produttori. Le strutture industriali prefabbricate it
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12

Moreiras, Sérgio Trajano Franco. "Estudo sobre o revestimento de fachadas de edifícios altos com placas de granitos ornamentais." Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28042006-091949/.

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O Brasil, no mercado mundial, ocupa lugar de destaque na extração e comercialização das rochas ornamentais e de revestimento, demonstrado pela produção mensal de chapas que é da ordem de 4 milhões de metros quadrados. Dentre suas as diversas formas de aplicações na construção civil, observa-se um incremento do uso em revestimentos de fachadas de edifícios, principalmente nos grandes centros urbanos. A forma de fixação das placas nas fachadas dos edifícios é feita com o auxílio de inserts metálicos, técnica desenvolvida na Alemanha e nos Estados Unidos. O presente trabalho trata da especificaçã
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13

Cornali, Fabrizio. "Evaluation of the Expected Annual Loss for Precast Concrete Industrial Structures." Doctoral thesis, Università degli studi di Bergamo, 2017. http://hdl.handle.net/10446/77277.

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Nel corso degli ultimi anni sono state condotte analisi e ricerche scientifiche riguardanti l’effetto che i fenomeni sismici hanno in termini di danni economici sulle opere colpite. Da questi studi è emersa l’importanza rivestita dall’aliquota di costo relativa al ripristino de i danni associati agli elementi non-strutturali (o secondari) e/o al contenuto dell’edificio. Questo vale specialmente nel settore industriale in cui, nella quasi totalità dei casi, il valore monetario degli impianti e delle installazioni interne è di gran lunga maggiore rispetto al valore della nuda struttura. Si pensi
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14

Výšek, Jan. "Požární stanice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226555.

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Diploma thesis solves the creating of layout study and creation of documentation for the realization new fire station. In the object is contemplated with placement of regional fire brigade unit, category JPO I and volunteer firefighter unit of city together, category JPO III/1. Fire station category will be considered as P1. The object consists of two structurally and functionally different parts. The first part is made of ceramic masonry with external thermal insulation composite system. Here are located administrative and operational premises. This section has two floors. Second part is solv
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15

Krmaš, Jan. "Hospic sv. Michaela." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226675.

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The topic of the master thesis is new medico-social facility hospice St. Michaela. The purpose of the object is the maximizing of improvement in the quality of life of dying, severely ill and incurable patients, with the use of palliative care. The construction follows the Complex of Regional Hospital Náchod. Together with as a retirement home Náchod completes a support network of health and social care. The building is designed as a four-building storey and is partially embedded into the sloping terrain. Floors are divided into individual facilities and together constitute a functional unit.
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16

Juračková, Edita. "Moderní poliklinika." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225754.

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Subject of master's thesis is project of health centre in Brno. The building is constructed as a frame of reinforced concrete with four above-ground floors. The building is based on square individual footing and uncased piles. Building envelopes consists of supporting part and thermally isulated part. Supporting part is made of earated concrete block Ytong. Thermally isulated part is made of thermal insulation polystyrene and Kingspan panel facade cladding. Building is roofed with vegetative promenade flat roof with 3-meters-high trees. Part of master's thesis is also a static desing of reinfo
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17

Pilný, Ondřej. "Zdravotnické středisko Hlinsko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372049.

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This diploma thesis deals with the design and elaboration process of a project documentation of medical center in city Hlinsko. New building is situated in the northern part of the city in the area determined for constructions of public infrastructure. It´s a four-floor object with partial basement and slant mansard and flat vegetative roof.Object is based on foundation strips and footings made from reinforced concrete.The bearing and internal walls are designed from KALKSANDSTEIN lime sand blocks.The beams and collums are used in the placed designed with open disposition.The ceiling in 1.PP i
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18

Dvořák, Jiří. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371861.

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The diploma thesis deals with design and elaboration of the project documentation of the sports center. The proposed sport center facility is located in the western part of Zruč nad Sázavou, in a location designed for buildings and areas of sport and relaxation use. The object of the sports center is designed as two-storey, non-blocked, roofed flat roof. The main feature of the sports center is the multipurpose sports hall with a single-shell curved flat roof. The supporting element is a curved glued lamellar truss. The proposed contruction of the sports center has 2 functional parts. This is
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19

Benchenaa, Amal. "Natursten : Roll och förutsättningar som fasadmaterial inom byggproduktion." Thesis, KTH, Byggvetenskap, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174081.

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I rapporten har vi skrivit om naturstenens roll och förutsättningar som fasadmaterial inom byggproduktion. Målet med undersökningen var att belysa nya tekniker som finns på marknaden. Metoder som har använts för att undersöka infästningstekniker är genom intervjuer och studiebesök.   Den stora frågan var att ta reda på hur dem nya teknikerna kan påverka vår arbetsmiljö, miljö samt estetik. En annan fråga var hur den nya tekniken kan uppfylla de nya kraven?   Natursten är ett naturligt material som är inhomogen och därför förekommer det färgskiftningar och variationer i stenskivorna. En beställ
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20

Svoboda, Jan. "Sportovní centrum Polička." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240241.

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This thesis deals with the design and elaboration process of a project documentation of a sports centre. The designed sports centre building is situated in the southern part of the town of Polička, in the area determined for sports and free time activities complexes and areas. It is a two-floor, non-cellar, flat-roof building. It is based on plain concrete strip foundations and reinforced concrete foundation footing. The bearing, peripheral and partition walls are designed from POROTHERM hollow clay blocks. Reinforced concrete columns are designated in open disposition areas. The ceiling const
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21

Lengyel, Aleš. "Obvodní oddělení Policie ČR v Brně Bohunicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410043.

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The master´s thesis elaborates the project documentation for the construction of the District Police of the Czech Republic in Brno. The new building is situated in the north of city part Bohunice. It´s a three- floor object with partial basement and flat roof. The bearing perimeter masonry, internal bearing masonry and internal non- load bearing masonry are made with technology from ceramic hollow blocks. Ceiling construction is designed from prestressed ceiling panels. The perimeter walls of the of the underground floor are made from blocks of lost formwork, which is insulated with extruded p
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22

Navrátil, Michal. "Centrální požární stanice Svitavy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410054.

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The diploma thesis elaborates the project documentation for the construction of a new apartment of central fire station type C1 with the administrative part of the Territorial Department. The fire station is technologically linked to the second building SO.02 the technical and technological background of the fire station. The building is situated on the eastern edge of Svitavy. The building is non-cellular, it has three floors and a flat green roof. Three floors fulfilling matter with mainly administrative function is connected with two floors blocks fire station with an indoor gym. Above the
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23

Menichini, Giovanni. "Seismic response of vertical concrete façade systems in reinforced concrete prefabricated buildings." Doctoral thesis, 2020. http://hdl.handle.net/2158/1220505.

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The design of “non-structural” elements, including the cladding panels for precast RC buildings, plays a key role in the building seismic response. The large damages that occurred in precast RC buildings, during the recent earthquakes in southern Europe were mainly caused by the collapse of the cladding panels. Therefore, is required to revise, to revise the technological and design philosophy the panel-to-structure connection devices in RC precast structures. Starting from these considerations, the main topic of this thesis is the investigation of such connection devices. Deeply underst
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24

Shawkat, WALEED. "HYBRID MEMBERS EMPLOYING FRP SKIN REINFORCEMENT FOR BEAMS AND CLADDING WALL APPLICATIONS." Thesis, 2008. http://hdl.handle.net/1974/1645.

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This thesis explores two hybrid systems employing a core material reinforced by an external skin, namely, cladding walls composed of polyurethane foam core sandwiched between fibre-reinforced polymer (FRP) skins, and beams composed of concrete-filled FRP or steel tubes. The walls were studied in two phases. In phase I, the polyurethane foam core was injected between two carbon-FRP (CFRP) skins. Ten panels were tested to investigate their structural performance and failure modes. Test parameters included quality control in terms of reproducibility of test results, moment-shear ratio, and the or
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