Tesis sobre el tema "Steel-timber structures"
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Ertastan, Evren. "The Performance Of Medium And Long Span Timber Roof Structures: A Comparative Study Between Structural Timber And Steel". Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606810/index.pdf.
Texto completoment ERMAN December 2005, 174 pages This thesis analyzes the performance of structural timber and steel in medium and long span roof structures. A technical background about roof structures including structural elements and roof structure types, span definitions, and classification of roof structures are discussed. Roof structures are detailed with traditional and the contemporary forms. The thesis comprises the comparison between structural timber and steel by using structural, constructional and material properties. Structural forms and the performance of timber and steel are discussed. The research also includes the roof structures built with structural timber in Turkey, application, marketing and examples in Turkey are indicated. In the conclusion part the performance criteria of timber and steel are summarized, the researcher has prepared a table to compare the performance of timber and steel. Keywords: Timber, Steel, Roof, Structure, Span
Ching, Ho Yin Ernest. "Truss topology optimization of steel-timber structures for embodied carbon objectives". Thesis, Massachusetts Institute of Technology, 2020. https://hdl.handle.net/1721.1/127282.
Texto completoCataloged from the official PDF of thesis.
Includes bibliographical references (pages 41-43).
Topology optimization in structural design is still a relatively new tool. Most existing research on truss and frame structures focuses on single material applications, and the developments of ground structure-based topology optimization in multi-material structures are limited. This research presents a truss topology optimization algorithm that designs with a mix of glue-laminated timber (GLT) and steel elements. The motivation behind allowing the choice of both these materials is to utilize the strengths of each material in both tension and compression. In addition, this work seeks to include environmental consideration, by incorporating in the algorithm that timber has a smaller embodied carbon coefficient (ECC) compared to steel. This work uses the ground structure approach to truss topology optimization and designs are generated and compared using (i) a minimum compliance and (ii) a stress-constrained algorithm.
The algorithms are constructed such that both the area and a choice of material is made for each element in the ground structure. Both frameworks use fmincon in MATLAB as the gradient-based optimizer. The Solid Isotropic Material with Penalization (SIMP) interpolation is used to relate elastic modulus and embodied carbon for two materials with respect to normalized density variables. To demonstrate the versatility of this design methodology, designs obtained from different objectives and different constraints are presented and compared. We find that, for minimum compliance objectives, the weight-constrained problem produced all-steel truss solutions, while global warming potential (GWP)-constrained problem produced all-timber truss solutions. These results align with our expectations based on material stiffness properties.
For the stress-constrained problem with minimum GWP objectives, the solutions obtained from two modeling assumptions were compared: (i) with real material stress constraints and (ii) with modified stress constraints, where timber was considered as a compression-only material and steel as a tension-only material. Surprisingly, we find that the solutions obtained with the real stress limits are more polluting than the modified stress limit solutions. While the modified stress solutions placed steel in tension and timber in compression for the most environmentally friendly design, the real stress solutions generally favored steel over timber. This is believed to be caused by the nonlinearities introduced through the SIMP interpolation.
by Ho Yin Ernest Ching.
M. Eng.
M.Eng. Massachusetts Institute of Technology, Department of Civil and Environmental Engineering
Sjödin, Johan. "Steel-to-timber dowel joints : Influence of moisture induced stresses". Licentiate thesis, Växjö University, School of Technology and Design, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-1286.
Texto completoJoints are critical parts of timber structures, transmitting static and dynamic forces between structural members. The ultimate behavior of a loaded building depends strongly on the structural configuration and the capacity of the joints. The collapse of a whole building or less extensive accidents that may occur is usually starting as a local failure inside or in the vicinity of a joint. Such serious failures have recently occurred in our Nordic countries. Especially the collapse of two large glued laminated timber structures clearly indicates the need of an improved joint design. The trend toward larger and more complex structures even further increases the importance of a safer design of the joints.
An aim of this partly experimental and partly numerically based thesis has been to investigate if steel-to-timber dowel joints are affected by moisture-induced stresses. The experimental results showed that the load-bearing capacity of the joints is reduced by such a moisture influence. Most of the decrease in load-bearing capacity observed was found in joints initially exposed to restrained shrinkage deformations caused by the presence of dowel fasteners in the joint area. The load-bearing capacity was, however, also found to decrease in joints exposed to an initial decrease in moisture without any fasteners present in the specimens during storage before loading. An explanation of this unexpected behavior is that moisture gradients cause tensile stresses. It is shown by numerical simulations that the moisture-induced stresses are so large that they may have a considerable influence on the joint behavior.
Use of contact-free measurement methods, used in some of the experimental tests, was in many ways found to be superior to traditional measurement techniques, but was also found to be a valuable complement to the numerical analysis performed. From numerical results obtained in combination with results from contact-free measurements several observations of considerable interest were made. For dowel-type joints loaded in tension parallel to the grain a strongly non-uniform strain distribution was found in the joint area. It was further observed that the shear and tensile strains were concentrated close to the fasteners in the joint area. These concentrations will influence the failure mode of the joint. A general observation was that the larger sized joints failed in a brittle manner.
Keywords: constraint stresses, contact-free measurement, dowel-type joints, humidity variations, moisture-induced deformations, timber structures
Sjödin, Johan. "Strength and Moisture Aspects of Steel Timber Dowel Joints in Glulam Structures : An Experimental and Numerical Study". Doctoral thesis, Växjö universitet, Institutionen för teknik och design, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-2002.
Texto completoHarmachova, Karolina. "Vibration performance of hybrid steel-CLT floors". Thesis, KTH, Byggnadsmaterial, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192475.
Texto completoWELDEGIORGIS, FILMON y ANUP RAJ DHUNGANA. "Parametric design and optimization of steel and timber truss structures : Development of a workflow for design and optimization processes in Grasshopper 3D environment". Thesis, KTH, Bro- och stålbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-277901.
Texto completoNguyen, Manh-Hung. "Évaluation des performances de protections passives au feu pour les structures métalliques". Electronic Thesis or Diss., Université Clermont Auvergne (2021-...), 2023. http://www.theses.fr/2023UCFA0046.
Texto completoSteel-timber hybrid structures are becoming more and more common in the construction industry. They offer high practical advantages as sustainable solutions with high load-bearing capacities and fire resistance. However, due to steel thermal conductivity and the decrease of mechanical performance with high temperatures, steel structures need to be protected in case of fire. Wood is occasionally used as passive protection of steel to maintain its mechanical strength as long as possible with the aim to prevent structural collapse under fire. This thesis aims to analyse the thermal behaviour of hybrid steel-timber elements through experimental tests and numerical modelling. Experiments in the furnace are performed to obtain the evolution of temperature on the steel profile surfaces and inside the timber element. Thus, thermocouples are installed on the steel profile surface and different depths of timber elements. The fire tests were performed on various steel-timber combinations using T and I steel cross-sections with various wood species. A high-temperature furnace up to 1200 °C built in the laboratory was used. The results show that wood provides significant protection to the steel cross-section mainly the fully encapsulated IPE profile. Wood behaves as an insulating material that significantly reduces the temperature rise in steel. This solution contributes to the development of passive protection of steel structures using bio-based materials. The experimental results are compared to those obtained through thermal simulations using Abaqus software. The comparison shows that the numerical model can be used to evaluate the temperature increase in the steel element protected by timber in high-temperature conditions
Petr, Radovan. "Městské divadlo v Kuřimi". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227681.
Texto completoPerez, Fernandez Nicolas. "Therma performance of buildings with post-tensioned timber structure compared with concrete and steel alternatives". Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2012. http://hdl.handle.net/10092/6731.
Texto completoPersaud, Richard Yajuvendra. "The structural behaviour of a composite timber and concrete floor system incorporating steel decking as permanent formwork". Thesis, University of Cambridge, 2008. https://www.repository.cam.ac.uk/handle/1810/252081.
Texto completoMassari, Milena <1986>. "Seismic Behavior of Cross laminated Timber (CLT) Structural Systems: from Traditional Steel Connections to Low-Damage Solutions". Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2017. http://amsdottorato.unibo.it/8167/1/PhD_Thesis_MilenaMassari.pdf.
Texto completoBezabeh, Matiyas. "Lateral behaviour and direct displacement based design of a novel hybrid structure : cross laminated timber infilled steel moment resisting frames". Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/50200.
Texto completoApplied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
Králíček, Jiří. "Nosná konstrukce sportovní haly". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409855.
Texto completoTichák, Tomáš. "Divadlo v Přerově". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240118.
Texto completoRask, Fredrik. "Life Cycle Assessment and comparison of the climate impact of structural members and floor systems constructed in concrete, steel and timber". Thesis, KTH, Byggnadsmaterial, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-256506.
Texto completoStloukal, Radim. "Konstrukce autosalonu v Jihlavě". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265434.
Texto completoJanči, Michal. "Nosná konstrukce vícepodlažní budovy". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240148.
Texto completoČierny, Juraj. "Obchodní dům". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265530.
Texto completoNávarová, Michaela. "Nosná konstrukce montovaného bytového domu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227700.
Texto completoTavakoli, Gheynani Imane. "Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis". Thesis, Nancy 1, 2011. http://www.theses.fr/2011NAN10135/document.
Texto completoThe assembly of various elements of timber structures of standard dimensions such as timber beams or composite beams is often achieved by nailed steel connectors. These folded steel elements obtained by cold forming can be launched on the European market once an ETA is delivered regarding the recommendations of the ETAG 015. Up to now, the development and the characterisation of the strength of these connectors have been done within the company: CULLEN Building Products by lengthy and costly experimental tests. As an alternative to this procedure, this work presents an approach which enables modelling the behaviour of these connections by the finite element method. In the first place the influence of the type of steel used and the forming process on the strength of these hangers was studied. It is shown that it is not necessary to take into account the hardening produced by the forming of the steel so that the modelling can be achieved from the final geometry by shell elements. Secondly a simplified model of the behaviour of the nails is proposed. The parameters necessary for its implementation are identified. The model is then used to simulate the behaviour of the connection of a steel plate to timber by a single nail. These results are then confronted with the experimental results. As the model is necessarily 3 dimensional, a 3D non linear model is proposed for the timber by considering it as a structure. This structure is composed of cubes of crushable foam which are associated with elasto-plastic beams to give this structure its highly orthotropic behaviour. This structural model of wood is implemented to model the shear of timber bars, transversal compression where beams are supported, embedment tests of steel dowels and a traditional bird's mouth assembly. These various models show the capacities of this structural model to describe timber's complex behaviours; they also define the limits of this modelling. In the last section, the hanger, the nails and the timber are assembled in order to constitute the models for three characteristic and complex hangers of CULLEN's production. The results obtained are confronted with the experimental results. Finally, the models are used to explain the internal behaviour of these hangers at various loads up to their failure
Junková, Karolina. "Jezdecká hala v Českém Těšíně". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240357.
Texto completoKadlček, Dan. "Konstrukce rozhledny v Javorníkách". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227842.
Texto completoDanelová, Veronika. "Konstrukce horského hotelu v Beskydech". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392015.
Texto completoŠpeta, Václav. "Ocelová konstrukce obytné budovy". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226905.
Texto completoTurková, Martina. "Rozhledna na jižní Moravě". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240264.
Texto completoSvršek, Josef. "Přístřešek v areálu parku". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409845.
Texto completoŠpačková, Eva. "Multifunkční objekt v Českých Budějovicích". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240487.
Texto completoŠevčíková, Lenka. "Bazénová hala v Ostravě". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226066.
Texto completoPojezný, Tomáš. "Vyhlídková věž v Beskydech". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226644.
Texto completoČajda, Daniel. "Hangár". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265258.
Texto completoLečbych, Antonín. "Trojlodní objekt pro průmyslovou výrobu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227558.
Texto completoGelová, Michaela. "Technické muzeum v Olomouci". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371909.
Texto completoLindgren, Aron y Daniel Larsson. "Våningspåbyggnad av miljonprogrammets flerbostadshus : Förutsättningar och kontroller för genomförandet av våningspåbyggnader". Thesis, KTH, Byggteknik och design, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-102010.
Texto completoDuring the so called ‘record years’ between 1961-1975 a total of 920,000 apartments were built in apartment buildings in Sweden. Today about 850.000 of these are still in use. The most common method of building during this period was by using prefabricated one-storey high façade units together with load-bearing interior cross walls and gable walls which were built on site. The purpose of this degree project is to find out if a storey extension on a reference-building from the so called ‘Million Programme’ with load-bearing interior cross walls is possible in order to create new apartments. If this is possible it would give an increase of income of rents to the owner of the apartment building and it could also contribute to an increase of variation in the area as regards both architecture and supply of apartments. This degree project gives information about what has to be checked and investigated before a storey extension project begins. This degree project compares and describes three different suggestions of structural construction systems for storey extensions. The alternatives dealt with are solid timber structural construction consisting of cross-laminated boards, a prefabricated concrete – and steel structural construction consisting of HD/F-elements and tube steel framing, and finally an alternative consisting of prefabricated building modules. The study of the structural construction and the load-bearing capacity of the existing building show that there is enough load-bearing capacity left to make use of. Performed checks investigate for example the load-bearing capacity of load-bearing walls, strip foundations as well as the existing loft floor. Checks are also performed with regard to the stability as the building is considered a stiff unit with a fictitious storey extension. The conclusion from this degree project is that a storey extension is fully possible on the reference-building. The alternative with a solid timber structural construction allows a fictitious storey extension with three additional storeys, which has been chosen as an example in this degree project. The alternative with the prefabricated concrete – and steel structural construction allows a fictitious storey extension of maximum two additional storeys, and then the ground pressure was dimensioning and limited the amount of additional storeys for the storey extension.
Vondráček, Vít. "Nosná konstrukce atypického rodinného domu ve Vrchlabí". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240297.
Texto completoStehlíková, Iveta. "Zastřešení sportovního objektu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391904.
Texto completoLecián, Martin. "Dřevěná rozhledna". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265701.
Texto completoRusoňová, Nikola. "Pavilon botanické zahrady v Brně". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227325.
Texto completoGrufíková, Markéta. "Víceúčelová hala v Hodoníně". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225466.
Texto completoKamrádová, Michaela. "Lesní vyhlídková věž v Beskydech". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372142.
Texto completoTunková, Eliška. "Víceúčelový objekt v Pardubicích". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392088.
Texto completoGrussmann, Jan. "Lávka pro pěší". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227762.
Texto completoVrbka, Jan. "Vyhlídková věž v oblasti jihovýchodní Moravy". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226913.
Texto completoTaoum, A. "Application of local post-tensioning to new and existing structures". Thesis, 2016. https://eprints.utas.edu.au/23122/1/Taoum_whole_thesis.pdf.
Texto completoGhanbari, Ghazijahani T. "Structural behaviour of thin-walled steel elements with geometric and sectional non-uniformities". Thesis, 2017. https://eprints.utas.edu.au/23788/2/Ghanbari_Ghazijahani_whole_thesis_ex_pub_mat.pdf.
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