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Dissertations / Theses on the topic 'Glued laminated timber'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Muraleedharan, Aishwarya, and Reiterer Stefan Markus. "Combined glued laminated timber using hardwood and softwood lamellas." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-58628.

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In this thesis, the behaviour of glued laminated timber combined with hardwood and softwood lamallae is investigated. The influence of hardwood in the tension and compression zone, in terms of strength and stiffness is evaluated.The basis of evaluation consists of determining the behaviour of beams with various combinations of hardwood solely in the tension zone along with beams with hardwood in the tension and compression zone. The influence of different amount of hardwood for both cases is studied my means of experimental and analytical methods.Experimental data attained by performing bendin

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2

May, Jeremy James. "Live load distribution factors for glued-laminated timber bridges." [Ames, Iowa : Iowa State University], 2008.

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3

Clarici, Marco. "Design of a large glued-laminated timber arched roof." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3984/.

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Anshari, Buan. "Structural behaviour of glued laminated timber beams reinforced by compressed wood." Thesis, University of Liverpool, 2012. http://livrepository.liverpool.ac.uk/9115/.

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As an engineered wood product, glued laminated timber (Glulam) is produced to minimise several natural weaknesses such as knots and non-uniform strength in order to enhance its stiffness and load carrying capacity. Many reinforcement methods have been tested, with promising results in increasing the strength and stiffness of beam. Recently, with increasing concern on environmental protection there is a growing trend in construction to use as many natural materials as possible. Therefore, conventional types of reinforcement using metals and/or synthetic materials do not fit well with this trend

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Xiong, Pingbo. "Modelling strength and stiffness of glued-laminated timber using machine stress rated lumber." Thesis, University of British Columbia, 1991. http://hdl.handle.net/2429/29824.

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A localized E-simulation model and a strength simulation model, which are based on the theories of stationary random process and the bivariate standard normal distribution, have been developed. A group of 2x6 2100f-1.8E SPF MSR lumber have been tested to obtain the within-board compressive strengths. The test E-profiles and compressive strength data was used to provide the statistical information for E-simulation model and σ-simulation model. The comparison between the within-board compressive strength test data and the simulation results shows that the E-simulation approach and the σ-simula

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Neuner, Jakub. "Administrativní budova s výrobnou nábytku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410063.

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The aim of this master thesis is to design a building consisting of joiner workshop and administration part of furniture factory. Building is located in Brno, cadastral area Horní Herpšice. In terms of funcion as well as structure is building devided in two parts, joiner workshop and administration part containing hygienic facilities for workers, canteen for employees and furniture showroom. Joiner workshop is single-deck skelet structure made of glued laminated timber. Administration part has two above-grade floors. Cross laminated timber panels are used for vertical and horizontal bearing st

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Fawwaz, Maha, and Adnan Hanna. "Structural behavior of notched glulam beams reinforced by means of plywood and FRP." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-19479.

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Nowadays, timber is widely used in construction industry thanks to its availability and good properties. The use of solid (sawn) timber is not always proper since it is only available up to certain dimensions. Therefore, the so-called Engineered WoodProducts (EWPs) have been introduced to cope with the different design needs of structures. The Glued laminated Timber (glulam) is a type of EWPs that consists of smallsections of timber laminates glued together to form beams and columns. Glulam can be manufactured in almost any size and shape; it can also be tapered or notched. However, notching a

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Macêdo, Alcebíades Negrão. "Estudo de emendas dentadas em Madeira Laminada Colada (MLC): avaliação de método de ensaio." Universidade de São Paulo, 1996. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18052018-210830/.

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Este trabalho consiste no estudo teórico e experimental das emendas dentadas em madeira laminada colada (MLC), cujo objetivo principal é avaliar o método proposto no Projeto da Nova Norma Brasileira PNBR 7190 (1996) para a caracterização da MLC, com ênfase às emendas dentadas. As espécies de madeira estudadas foram o Pinus elliottii e o Eucalipto grandis e o adesivo utilizado foi o CASCOPHEN RS-216, à base de resorcinol, produzido pela Alba Química Indústria e Comércio Ltda. A emenda dentada usada no estudo foi a correspondente ao comprimento de 20 mm da DIN 68140, geometria esta adotada pelo

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Zangiácomo, André Luiz. "Emprego de espécies tropicais alternativas na produção de elementos estruturais de madeira laminada colada." Universidade de São Paulo, 2003. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26052006-150001/.

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Apesar da versatilidade da madeira, seu emprego fica, às vezes, dificultado por não serem totalmente conhecidas as suas propriedades e seu desempenho em diferentes condições de serviço. Neste trabalho, procura-se contribuir para um melhor aproveitamento das espécies tropicais alternativas, em especial no emprego para produção de elementos estruturais de madeira laminada colada, uma vez que o Brasil possui grande potencial dessas espécies, mas ainda sub-utilizadas. Neste contexto, realiza-se a determinação das propriedades físicas, de resistência e de rigidez de algumas espécies e determinam-se

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10

Bretschneider, Tino. ""Assessment of existing glued laminated timber beams by probability-based updating" with considerations to the effects of updating to safety analysis of timber beams and applications to advanced test routines." Tönning Lübeck Marburg Der Andere Verl, 2007. http://d-nb.info/985324139/04.

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Nogueira, Rodrigo de Souza. "Proposta de um método de ensaio para o controle de qualidade na produção de elementos estruturais de MLC e LVL." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062017-102209/.

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Atualmente, as indústrias brasileiras recorrem a normas de outros países para o controle de qualidade para a caracterização de elementos estruturais feitos de Madeira Laminada Colada (MLC) e de LVL (Laminated Veneer Lumber) devido à ausência de especificações nacionais. Este trabalho teve como finalidade a verificação da adequação de alguns métodos de ensaios propostos nos projetos de norma ABNT NBR PN 02:126.10-001-3 e ABNT NBR PN 02:126.10-001-5 para determinar as propriedades dos elementos estruturais de madeira colada para o controle de qualidade da indústria produtora. Para tanto, foram o

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Rosado, Fábio Alexandre Ruas Nunes Pereira. "Megaestrutura / infraestrutura. Edifício multifuncional." Master's thesis, Faculdade de Arquitectura de Lisboa, 2010. http://hdl.handle.net/10400.5/3339.

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Tese de Mestrado em Arquitectura<br>A presente dissertação visa fundamentar todas as intenções e vontades que conduziram o desenvolvimento de um edifício-ponte, integralmente em madeira, ligando duas zonas da cidade separadas pela linha férrea: o Bairro do Rego e o plano de Ressano Garcia A abordagem metodológica foi fundamentada em torno de três condicionantes: Função, directamente relacionada com as necessidades humanas; Contexto, que lida com as necessidades relativas ao lugar; e Construção, ligada aos aspectos técnicos do processo construtivo. A escolha da Madeira Lamelada Colada enquanto

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Högås, Gabriel, and Rami Kuhail. "Brandteknisk dimensionering av limträkonstruktioner : En jämförelse mellan förenklad och analytisk dimensionering med avseende på materialåtgång." Thesis, Uppsala universitet, Tillämpad mekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-446682.

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This thesis examines the possibility of saving material by using analytical design of fire protection of glued laminated timber structures instead of the standard simplified design approach. The thesis is based on an existing store building (building class Br2 and occupancy class 2B) where Tyréns AB has determined a fire exposure specific for the store building, which is used to simulate 30 minutes of fire. The result from the simulation is then used in this thesis to evaluate the effects of said fire on a glued laminated timber structure. The analysis results in the assumption of a laterignit

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Králíček, Jiří. "Nosná konstrukce sportovní haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409855.

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The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings ar

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Wennström, Lina. "En analys av Eurokod 1990 : - användarråd, jämförelser samt en intervjuundersökning." Thesis, Mälardalen University, Department of Public Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-651.

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<p>The EN Eurocodes are a new series of standards for construction design in Europe. The development of these codes started originally in 1975 and in present time the progressing work is at the national calibration stage. The goal is to create a common standard for the design of buildings and other civil engineering works throughout Europe and beyond. The purpose is to increase the free circulation of construction products and engineering services. Since the transition to the new standards is getting closer, the constructing engineers and companies will soon stand before great changes. This is

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Janoušek, Martin. "Vícepodlažní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227818.

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This master's thesis deals with design of the timber structure four-storey building. Plan dimensions of the hall are 20 x 30 m. The structure is designed for the Třebíč. The structure is designed as a heavy timber frame. The axial distance of arches is 5 m. The timber structure is placed between the reinforced concrete towers.

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Junior, Jairo Ribas de Andrade. "Classificação estrutural de peças de madeira de Pinus elliottii utilizando o módulo de elasticidade obtido pelo método de ondas longitudinais de tensão." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-02032017-084746/.

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A classificação estrutural de peças de madeira possibilita melhor utilização do material, separando as peças de acordo com a sua resistência estimada. Nesse processo é feita a classificação visual, de grande importância no caso de madeiras do gênero pinus, e a classificação mecânica por meio de testes não destrutivos com objetivo de estimar o módulo de elasticidade. Com esse objetivo, além de ensaios de flexão estática, podem ser aplicados métodos dinâmicos baseados em medições das frequências naturais e densidade do material para a determinação do módulo de elasticidade da madeira. Nesse sen

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Azambuja, Maximiliano dos Anjos. "Avaliação do adesivo poliuretano à base de mamona na fabricação de Madeira Laminada Colada (MLC)." Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/88/88131/tde-11072017-151910/.

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Este trabalho teve como finalidade o estudo da aplicação de um adesivo alternativo para a fabricação de madeira laminada colada (MLC). Este adesivo, à base de óleo de mamona, apresenta vantagens em relação ao tradicionalmente utilizado, considerando aspectos ecológicos e econômicos. Foram determinados parâmetros adequados para a colagem, e avaliada a compatibilidade entre adesivo e o tratamento com o preservativo hidrossolúvel de Arseniato de Cobre Cromatado (CCA - tipo C) e em madeiras sem o tratamento preservativo, em termos de resistência da linha da cola, por meio dos ensaios de cisalhamen

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Toman, Tomáš. "Víceúčelový objekt v Olomouci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265286.

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This diploma thesis deals with design of timber load-bearing structure of a Multi-functional object in Olomouc. This object has an eliptical ground plan with dimensions 50x30 metres and height of 11 metres. The idea of the shape is an eliptical dome. This dome was designed in two options, those are a Rib dome and a Föppel dome.

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Bourreau, Damien. "Etude de faisabilité d'un lamellé-collé endémique en Guyane française." Thesis, Antilles-Guyane, 2011. http://www.theses.fr/2011AGUY0484/document.

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Une étude de faisabilité de poutres en bois lamellé-collé a été menée en Guyane Française en utilisant les essences locales. Le but est de déterminer les paramètres de collage assurant la bonne résistance mécanique des assemblages par lamellation et par aboutage, nécessaires à la fabrication de poutres en bois lamellé-collé en climat tropical. Trois essences de bois abondantes de différentes densités ont été sélectionnées. Les adhésifs de types Mélamine-Urée-Formol et Résorcinol-Phénol-Formol ont été utilisées. Les paramètres de collage considérés sont : le grammage, le temps d’assemblage ferm

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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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Berg, Elis. "Brand i träkonstruktioner : En studie om brandförlopp i olika slags konstruktioner i trä." Thesis, Mittuniversitetet, Institutionen för ekoteknik- och hållbart byggande, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-42691.

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Det byggs i trä i Sverige som aldrig förr. Det blir alltmer populärt för varje år som går att ersätta prefabricerade element i betong samt pelare och balkar i stål med element med motsvarande funktion i antingen korslimmat trä eller limträ. Under tidsperioden 2010 till och med 2019 har andelen nyproducerade lägenheter i flerbostadshus, som byggts i trä, ökat med 122 %. Det kommer delvis som en följd att det först 1994 blev tillåtet att bygga flervåningshus i trä när funktionskrav infördes. Vid byggande i trä finns det olika sorters trämaterial att välja mellan, tre av dem är konstruktionsvirke

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Icimoto, Felipe Hideyoshi. "Dormentes de Madeira Lamelada Colada (MLC) reforçados com tecidos de fibra de vidro." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/18/18158/tde-06082018-104852/.

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A primeira ferrovia no Brasil foi inaugurada em abril de 1854 pelo Barão de Mauá com 14,5 km de extensão. Atualmente o país possui 27980 km de ferrovias e esse modal tem participação em 25% na matriz brasileira de transporte de carga. Um dos componentes mais importantes da superestrutura ferroviária é o dormente, que pode ser fabricado utilizando-se diversos materiais como a tradicional madeira, que tem uso histórico e consagrado para esta aplicação estrutural, além do concreto e do aço, e mais recentemente, os compósitos poliméricos. As madeiras com maior tradição no uso em dormentes provêm d

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Azambuja, Maximiliano dos Anjos. "Estudo experimental de adesivos para fabricação de madeira laminada colada: avaliação da resistência de emendas dentadas, da durabilidade e de vigas." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/88/88131/tde-22112010-145050/.

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Neste trabalho propõe-se contribuir para o desenvolvimento de tecnologia nacional investigandoa aplicação de uma nova geração de adesivos para a confecção de elementos estruturais de madeira laminada colada (MLC), viabilizando um menor custo final do produto e tornando-o competitivo no mercado interno e externo. Nesse contexto, avaliou-se a resistência à tração paralela em emendas dentadas com dimensão estrutural, em condições de temperatura ambiente e umidade padrão, usando as espécies Pinus e Eucalipto e vários tipos de adesivos, dentre eles o adesivo poliuretano à base de óleo de mamona, fo

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Bourscheid, Cleide Beatriz. "Avaliação tecnológica de emendas por entalhes múltiplos reforçadas com fibras para madeira laminada colada." Universidade do Estado de Santa Catarina, 2017. http://tede.udesc.br/handle/handle/2346.

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Submitted by Claudia Rocha (claudia.rocha@udesc.br) on 2017-12-15T11:25:42Z No. of bitstreams: 1 PGEF17MA082.pdf: 2704849 bytes, checksum: 402c8ed2d802138ba830b989401226b5 (MD5)<br>Made available in DSpace on 2017-12-15T11:25:42Z (GMT). No. of bitstreams: 1 PGEF17MA082.pdf: 2704849 bytes, checksum: 402c8ed2d802138ba830b989401226b5 (MD5) Previous issue date: 2017-04-28<br>FAPESC<br>The use of the fiber reinforcement in structural elements of Glued Laminated Timber (Glulam) is advantageous because of increase its strength and stiffness. However, few studies have evaluated the performance of re

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Černoch, Jakub. "Lávka pro pěší." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265478.

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Master´s thesis deals with design and complex static assessment of steel and timber cable stayed footbridge structural system over the water area. The footbridge is situated into the area of Podyjí National Park near the city of Hnanice. Footbridge span is being used as 52 metres. The structure is formed by flat arched main beams, floor beams, crossbeams, under-deck bracing, pylons and rods. From two variations of footbridge, one was selected and elaborated in more details.

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Kováčová, Kristýna. "Vyhlídková věž v oblasti Brdy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392127.

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The subjekt of this thesis is a design of a viewing tower located in the area of Brdy. The structure has been created as a 3D model, the internal forces have been calculated with the use o finite element method in a structural engineering software Scia Engineer 15.1. Based on the knowledge of theses forces the design of the structural systems has been done. The materials used on this construction are glued laminated timber and steel. The height of the tower is 25,725 m. The floor plan is a shape of a circle and fluctuating smaller with the gaining height. The main structural systém consists of

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Kubášková, Barbora. "Horský hotel v Beskydech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226642.

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This thesis solves design of timber structure of mountain hotel in Beskydy. The hotel is two-storey building with residential attic and no cellar. The ground plan of the building is about 15x26 m and height of the building is 14,76 m. The type of roof timbers was chosen from two options. There was used structural timber of the strength class C24, glued laminated timber of the strength class GL24 and steel S235. Program Scia Engineer was used for the static analysis of the structure. There was made only linear calculation.

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Mynaříková, Alice. "Dřevěná lávka nad vlčím výběhem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240227.

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The subject of this diploma thesis is the construction of a timber foot bridge over the wolf run in the Šumava National Park. The total length of the bridge is 240 m with two ground plan bends. The foot bridge includes three viewing decks, two of which are covered with shed roofs. The foot bridge is divided into 16 segments. Each segment is 15 m long with a width of 2.2 meters. The ground plan dimensions of the viewing decks are approximately 15x7 and 15x11 m. As the main structural material has been chosen glued laminated timber of the strength class GL28h, other elements are made of solid ti

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Danelová, Veronika. "Konstrukce horského hotelu v Beskydech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392015.

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The diploma thesis presents design and assessment of a loadbearing timber structure of mountain hotel in the Trojmezi u Hrčavy area. The object is a two-storey building without cellar and with attic rooms. The object has a floor plan of an incomplete octagon with a roofless central courtyard. The structure spans 36 meters at its widest dimension and the maximum height reaches almost 12 meters. The individual segments are covered by mono-pitched roof with 27° slope. The main loadbearing elements are constructed of glued laminated timber and solid timber with steel joints and gypsum fibreboard c

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Gelová, Michaela. "Technické muzeum v Olomouci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371909.

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This diploma thesis deals with the design of the structure of the multi-storey building of the Technical Museum in Olomouc. This timber structure is made of glued laminated wood with the strenghts Gl24h and Gl32h. It is a complex of six adjoining buildings, which are shifted from one another in both transverse direction and the heigth. The ground plan dimensions of the parcel on which tha hal lis decomposed is 40 x 80 m. A complete static design solution, including its foundation, anchoring and selected type connections, has been solved.

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Kovács, Pavel. "Konstrukční lamelové dřevo vyztužené kompozitními materiály." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225726.

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This master’s thesis describes an experimental program investigating the strengthening of beams of glued laminated timber with composite reinforcement. The work compares the behavior of beams reinforced with composite reinforcement with unreinforced beam and with solid timber beam. The work also deals with identifying and evaluating the physic-mechanical properties of materials.

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Jakubíček, Tomáš. "Jízdárna." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265655.

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In diploma thesis i designed supporting strukture of roofing for riding hall located in Pardubice. Building height is 9,5m and the other two dimensions are 48,7x77,5m. The actual frame with elliptically shaped truss system. The actual structure is formed from a conventional timber of different cross-section. Roof is supported by trapezoidal sheet. wooden elements are connected by steel plates, pins and bolts. Chosing variants depends on material price and manufacturing cost. A goual of my diploma thesis is to make static calculations and drawings.

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Štelcl, Jan. "Lávka pro chodce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226044.

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Master thesis is focused to design the timber pedestrian bridge over the track. The load-bearing construction is composed from the truss girder and cross laminated tiber plates. Bridge is coveder. Layout dimensions of the bridge are 49.0 m x 4.8 m

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Deng, James X. "Strength of Epoxy Bonded Steel Connections in Glue Laminated Timber." University of Canterbury. Civil Engineering, 1997. http://hdl.handle.net/10092/8262.

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In New Zealand, there has been little use of epoxy bonded steel connections in the timber construction industry due to the lack of knowledge and experiences about the performance. A research was carried out both experimentally and theoretically to study the epoxy bonded steel connections in glue laminated timber. This research provides a better understanding of the mechanical and physical properties of such connections in tension, subjected to short and long duration load, with variables of embedment length, bar diameter, edge distance, hole diameter, moisture content, steel bar type and epoxy

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Lundberg, Albin, and Pontus Forsberg. "FLERVÅNINGSHUS MED TRÄSTOMME : En undersökning av utformningsprocessen för detaljlösningar i trä." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-44680.

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Multi-story wood frame construction is a highly relevant topic today because of the need to continue to develop the relatively new building technique to create a sustainable way to keep constructing new buildings. Because the use of wood as a frame material in multi-story buildings is still new, there are still issues that come with the choice to use it. One of these issues is in the detailed technical solutions that are constructed, they often have faults that may lead to problems with moisture. The purpose of this degree project is to investigate these problems and more importantly the proce

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Deng, Xixian. "Strength of the epoxy bonded steel connection in glue laminated timber." Thesis, University of Canterbury. Civil Engineering, 1996. http://hdl.handle.net/10092/7510.

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In New Zealand, there has been little use of epoxy bonded steel connections in the timber construction industry due to the lack of knowledge and experiences about the performance. A research was carried out both experimentally and theoretically to study the epoxy bonded steel connections in glue laminated timber. This research provides a better understanding of the mechanical and physical properties of such connections in tension, subjected to short and long duration load, with variables of embedment length, bar diameter, edge distance, hole diameter, moisture content, steel bar type and epoxy

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Ong, Chee Beng. "Performance of glue-laminated beams from Malaysian Dark Red Meranti timber." Thesis, University of Bath, 2018. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.760973.

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In this study, Malaysian Dark Red Meranti (DRM) was used to manufacture glulam beams, following closely the requirements of BS EN 14080:2013 so as to emulate commercial production. Phenol resorcinol formaldehyde (PRF), commonly used in structural glulam production, was used in the fabrication of finger joints and laminations of the glulam beams. Factors influencing the mechanical properties of finger joints and bonding performance of laminations were investigated. Full size glulam beams were manufactured and tested in bending with partial and complete carbon fibre reinforced polymer (CFRP) rei

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Martins, Gisele Cristina Antunes. "Análise numérica e experimental de vigas de madeira laminada colada em situação de incêndio." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11102016-111511/.

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Elementos estruturais de Madeira Laminada Colada (MLC) têm sido muito utilizados na América do Norte e na Europa. Entretanto no Brasil há restrições quanto ao uso, principalmente, em razão da insegurança diante de potenciais riscos relacionados a incêndios. Este trabalho investigou o comportamento térmico e mecânico de elementos estruturais de MLC expostos à curva de incêndio-padrão ISO 834, preparados com duas espécies de madeira (Eucalyptus e Pinus) sem adição de tratamentos preservantes. Adicionalmente, elementos tratados com preservante ignífugo a base Borato de Cobre Cromatado (MOQ® OX 50

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Podešť, Jakub. "Ocelová konstrukce vícepodlažní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392272.

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This diploma thesis deals with the design of a steel structure of a multi-storey building in the locality of Opava. The proposal is developed in two variant solutions. Variant 1 has ground plan dimensions of 37,5 m x 37,5 m and a height of 47 m. The variant 2 has ground plan dimensions of 45 m x 45 m and a height of 49,5 m. The modular size of the fields is 7,5 m x 7,5 m. The main supporting structure is made steel columns and beams, ceiling construction with composite steel and concrete joinst and roofing of arched laminated timber. The stability of the structure is ensured by vertical and ro

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Tichák, Tomáš. "Divadlo v Přerově." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240118.

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The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and

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Zelený, Petr. "Experimentální a numerická analýza spřažených dřevobetonových konstrukcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226112.

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The master´s thesis deals with wood-concrete composite floors constructions. The work is divided into a theoretical and a practical part. The theoretical part describes methods of construction and materials used for wood-concrete composite constructions. The practical part describes an experimental four point bend test carried out on wood-concrete composite elements and samples. Further, manual calculation was performed according to Eurocode 5 and in program Asteres three variants of test elements were modeled. Each variant had different composite stiffness according to the working diagram of

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Drexler, Martin. "Lávka pro pěší." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226916.

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This thesis deals with the design and assessment of the wooden footbridge. The structure is designed for the locality of the village Loučná nad Desnou acrros the river Desná. Span of the footbridge is 30m, and the width is 4m. The footbridge is covered with a saddle roof. The main supporting elements are two triple joint arcs with intermediate bridge deck. The bridge deck is made of two main beams and nine cross members, with always two longitudinal members in between them. Roofing is of nine cross-bindings, which are connected by purlins and top purlin. The stability of the whole structure is

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Janči, Michal. "Nosná konstrukce vícepodlažní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240148.

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Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed

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Duarte, Luis Miguel Capela. "Análise comparativa de estruturas em madeira com tirantes e estruturas metálicas." Master's thesis, Universidade de Aveiro, 2015. http://hdl.handle.net/10773/17241.

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Mestrado em Engenharia Civil<br>A dissertação aqui apresentada tem como objetivo fazer um estudo sobre o potencial de estruturas de pequeno e médio vão em madeira lamelada colada. Este estudo assenta numa análise comparativa entre a madeira lamelada colada e o aço incidindo em parâmetros económicos. A análise dos parâmetros técnicos englobará o estudo de características físicas e mecânicas da madeira lamelada colada e aço, definição de parâmetros como largura, inclinação da cobertura, distância entre pórticos e acabamento final. Após a definição dos parâmetros efetuou-se o dimensionamento das

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Svršek, Josef. "Přístřešek v areálu parku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409845.

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This diploma thesis deals with design of the structure of the shelter i the park of city Hranice na Moravě. This load-bearing structure is made of glued laminated wood with the strength class GL24h. The structure has the shape of half ball and the load-bearing beams are in the shape of an arc. This building will be mainly used for cultural purposes. Ground plan dimensions of this shelter are 25x25 m. A complete static design solution including of all connection details and anchoring has been solved.

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Podolská, Hana. "Sportovní centrum Za Lužánkami Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-354963.

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A specialized project of „Sports center behind Lužánky Brno“ preceded the diploma thesis. The aim of the project was to develop a comprehensive urban architectural plan with an emphasis on the urban context, transport services, functionality, etc. The diploma thesis develops a previous project and elaborates the compound of the sport center in a form of a study. As a result, there is a building that combines a recreational and social function due to sports halls, restaurants, clubs and residential atrium. The object is divided in three parts, the middle one is used for a main communicative are

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Najman, Jakub. "Horský rekreační komplex, Wellness & Spa." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392300.

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The topic of this thesis is project and documentation for montane recreative komplex, which is situated in Loučná nad Desnou. The object is located in land-registered area Kouty nad Desnou. In this region is famous ski slope and from the hotel is nice view on this ski slope. The montane hotel respects criteria of protected landscape area Jeseníky. Architectonic plan is designed with respect to mountain scenery. In the hotel are 18 rooms with possibility 9 extra beds for 51 guests. There is a option to visit restaurant all-day. This restaurant is part of the hotel. Recreative zone is situated i

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Németh, Ondřej. "Sportovně - rekreační centrum Vsetín, Ohrada." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-400035.

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The design of the sports and recreation center in Vsetín solves the complete revitalization of the unused territory on the periphery of the town in the Ohrada district. The aim of the project is to revive the poorly accessible and neglected area and its use not only for a wide range of sports activities, but also for leisure activities and recreation. The whole area should be freely accessible and open to a wide range of public. Four main buildings are designed in the complex: a multi-purpose sports hall, a hotel, a tennis club and a snack bar with a bicycle service. There is a football field,

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Čajda, Daniel. "Hangár." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265258.

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This thesis is about designing and assessmenting timber structure of hangar in Brno - Medlánky. Hangar is designed for small planes at Medlanky airport. Plan view of hangar is 116 m × 64 m and hight is 10,6 m. The building is curved and building forms part of a semicircle. The main frames are irregular and formed of solid girder which statically acting as a double-jointed arches. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure is solved by concrete blocks and foundation strips. A spatial rigidity of the structure is provided by th

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