Littérature scientifique sur le sujet « Steel-timber structures »
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Articles de revues sur le sujet "Steel-timber structures"
Bradford, Mark A., Amirhossein Hassanieh, Hamid R. Valipour et Stephen J. Foster. « Sustainable Steel-timber Joints for Framed Structures ». Procedia Engineering 172 (2017) : 2–12. http://dx.doi.org/10.1016/j.proeng.2017.02.011.
Texte intégralDowrick, D. J. « Hysteresis loops for timber structures ». Bulletin of the New Zealand Society for Earthquake Engineering 19, no 2 (30 juin 1986) : 143–52. http://dx.doi.org/10.5459/bnzsee.19.2.143-152.
Texte intégralCorradi, Marco, Adelaja Israel Osofero et Antonio Borri. « Repair and Reinforcement of Historic Timber Structures with Stainless Steel—A Review ». Metals 9, no 1 (21 janvier 2019) : 106. http://dx.doi.org/10.3390/met9010106.
Texte intégralBoytemirov, Farid A., Dmitry D. Koroteev et Makhmud Kharun. « Design of Timber Single-Span Beam with Steel Reinforcement ». Materials Science Forum 972 (octobre 2019) : 111–17. http://dx.doi.org/10.4028/www.scientific.net/msf.972.111.
Texte intégralGomon, Petro, et Mykola Polishchuk. « DEFLECTIONS OF REINFORCED AND NON-REINFORCED BEAMS OF RECTANGULAR SECTION OF GLUED WOOD ». Modern structures of metal and wood, no 26 (juillet 2022) : 88–96. http://dx.doi.org/10.31650/2707-3068-2022-26-88-96.
Texte intégralAli Chew, Amirah, Nurul Atikah Seri, Wan Nur Syazni Wan Shaari, Mohd Hanafie Yasin et Rohana Hassan. « Tensile Resistance of GFRP Wrapped Steel-Dowelled Half-Lap Timber Connection ». International Journal of Engineering & ; Technology 7, no 3.11 (21 juillet 2018) : 101. http://dx.doi.org/10.14419/ijet.v7i3.11.15938.
Texte intégralChocholaty, Bettina. « Linear vs nonlinear structural vibration behavior of steel-timber composite building elements ». INTER-NOISE and NOISE-CON Congress and Conference Proceedings 267, no 1 (5 novembre 2023) : 231–34. http://dx.doi.org/10.3397/no_2023_0043.
Texte intégralFan, Xin Hai, Sheng Dong Zhang et Wen Jun Qu. « Load-Carrying Behaviour of Dowel-Type Timber Connections with Multiple Slotted-in Steel Plates ». Applied Mechanics and Materials 94-96 (septembre 2011) : 43–47. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.43.
Texte intégralFujita, Masanori, et Mamoru Iwata. « Bending Test of the Composite Steel-Timber Beam ». Applied Mechanics and Materials 351-352 (août 2013) : 415–21. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.415.
Texte intégralDomański, Tomasz, et Kamil Kmiecik. « Load-bearing capacity of the steel-to-timber connections in fire temperature ». MATEC Web of Conferences 262 (2019) : 09005. http://dx.doi.org/10.1051/matecconf/201926209005.
Texte intégralThèses sur le sujet "Steel-timber structures"
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.
Texte intégralment 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.
Texte intégralCataloged 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.
Texte intégralJoints 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.
Texte intégralHarmachova, Karolina. « Vibration performance of hybrid steel-CLT floors ». Thesis, KTH, Byggnadsmaterial, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-192475.
Texte intégralWELDEGIORGIS, FILMON, et 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.
Texte intégralNguyen, 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.
Texte intégralSteel-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.
Texte intégralPerez, 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.
Texte intégralPersaud, 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.
Texte intégralLivres sur le sujet "Steel-timber structures"
Mujagic, J. R. Ubejd. Structural design of low-rise building in cold-formed steel, reinforced masonry, and structural timber. New York : McGraw-Hill, 2012.
Trouver le texte intégralSha, Wei. Steels : From Materials Science to Structural Engineering. London : Springer London, 2013.
Trouver le texte intégralWegmann, Edward. Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principal Types of Movable Dams. Creative Media Partners, LLC, 2018.
Trouver le texte intégralWegmann, Edward. Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principle Types of Movable Dams. Creative Media Partners, LLC, 2018.
Trouver le texte intégralThe Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principal Types of Movable Dams. Franklin Classics, 2018.
Trouver le texte intégralWegmann, Edward. The Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principal Types of Movable Dams. Franklin Classics Trade Press, 2018.
Trouver le texte intégralWegmann, Edward. The Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principal Types of Movable Dams. Franklin Classics Trade Press, 2018.
Trouver le texte intégralWegmann, Edward. The Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principal Types of Movable Dams. Franklin Classics, 2018.
Trouver le texte intégralWegmann, Edward. The Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principle Types of Movable Dams. Franklin Classics, 2018.
Trouver le texte intégralWegmann, Edward. The Design and Construction of Dams : Including Masonry, Earth, Rock-Fill, Timber, and Steel Structures, Also the Principal Types of Movable Dams. Franklin Classics Trade Press, 2018.
Trouver le texte intégralChapitres de livres sur le sujet "Steel-timber structures"
Kuilen, Jan-Willem, Carmen Sandhaas et Hans Joachim Blaß. « Steel-to-Timber Joints with Very High Strength Steel Dowels Using Spruce, Beech and Azobé ». Dans Materials and Joints in Timber Structures, 157–65. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_15.
Texte intégralBrandon, Daniel, et Adriaan Leijten. « Structural Performance and Advantages of DVW Reinforced Moment Transmitting Timber Joints with Steel Plate Connectors and Tube Fasteners ». Dans Materials and Joints in Timber Structures, 255–63. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_24.
Texte intégralWalker, James, et Robert Xiao. « Experimental Testing of a Portal Frame Connection Using Glued-In Steel Rods ». Dans Materials and Joints in Timber Structures, 555–66. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_51.
Texte intégralLee, Sang-Joon, Jérôme Humbert, Kwang-Mo Kim, Joo-Saeng Park et Moon-Jae Park. « Shear Performance of Wood-Concrete Composite with Different Anchorage Length of Steel Rebar ». Dans Materials and Joints in Timber Structures, 455–62. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_41.
Texte intégralGuo, Zhenlei, Feihua Yang, Zhijie Gao et Zhongjian Duan. « Research on the construction system of steel structure and timber structure modular buildings ». Dans Frontiers of Civil Engineering and Disaster Prevention and Control Volume 1, 191–98. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003308577-25.
Texte intégralDaneshvar, Hossein, Carla Dickof, Thomas Tannert et Chui Ying Hei. « Experimental Investigation of Performance of Perforated Steel Plate as Structural Fuse for Mass Timber Seismic Force Resisting Systems ». Dans Lecture Notes in Civil Engineering, 317–32. Cham : Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-34159-5_22.
Texte intégral« timber and steel ». Dans Philosophy of Structures, 39–55. University of California Press, 2023. http://dx.doi.org/10.2307/jj.8501169.7.
Texte intégral« Structural engineering for timber and steel-timber trusses in Italy (1800–1950) ». Dans Structures and Architecture, 2040–47. CRC Press, 2013. http://dx.doi.org/10.1201/b15267-272.
Texte intégralDickof, C., S. Stiemer et S. Tesfamariam. « Steel-timber hybrid structures – Design performance and dynamic behaviour ». Dans From Materials to Structures : Advancement through Innovation, 1047–52. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-187.
Texte intégralFeldmann, M., C. Heinemeyer et G. Sedlacek. « Substitution of Timber by Steel for Roof Structures of Single-Family Homes ». Dans Light-Weight Steel and Aluminium Structures, 713–18. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043014-0/50185-2.
Texte intégralActes de conférences sur le sujet "Steel-timber structures"
Pierce, Phillip C. « Heavy Timber Decks on Steel Beam Bridges ». Dans Structures Congress 2010. Reston, VA : American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)46.
Texte intégralKRAVANJA, STOJAN, et TOMAŽ ŽULA. « OPTIMIZATION OF STEEL AND TIMBER HALL STRUCTURES ». Dans HPSM/OPTI/SUSI 2022. Southampton UK : WIT Press, 2022. http://dx.doi.org/10.2495/hpsu220041.
Texte intégralMerryday, Hugh C., Kadir Sener et David Roueche. « Pushout Tests on Steel-Timber Connections Using Self-Tapping Screws ». Dans Structures Congress 2023. Reston, VA : American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484777.028.
Texte intégralRohde, Emma, Kadir Sener et David Roueche. « A Comparative Sustainability Study of a Steel-Timber Composite Structural System ». Dans Structures Congress 2023. Reston, VA : American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484777.031.
Texte intégralC., Adam, et Milner H. « Prefabricated Composite Timber Bridge Deck with Steel Shear Connectors ». Dans 4th International Conference on Steel & Composite Structures. Singapore : Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_bs-we001.
Texte intégralPotuzak, Megan T., Kadir C. Sener et David B. Roueche. « Numerical Studies on the Flexural Behavior of Steel-Timber Composite Floor Systems ». Dans Structures Congress 2023. Reston, VA : American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484777.029.
Texte intégralZhang, Xiaoyue, Michael Fairhurst, Kuldeep Kaushik et Thomas Tannert. « Ductility Estimation for a Novel Timber-Steel-Hybrid System with Consideration of Uncertainty ». Dans Structures Congress 2015. Reston, VA : American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.178.
Texte intégralFujita, Masanori, Mayo Ohtaki et Mamoru Iwata. « Bending test of a composite steel-timber beam jointed by bolts ». Dans IABSE Symposium, Guimarães 2019 : Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0284.
Texte intégral« ADVANCED DESIGN OF JOINTS WITH STEEL ELEMENTS IN TIMBER STRUCTURES ». Dans Engineering Mechanics 2019. Institute of Thermomechanics of the Czech Academy of Sciences, Prague, 2019. http://dx.doi.org/10.21495/71-0-395.
Texte intégralStiemer, S. F., C. Dickof et S. Tesfamariam. « Timber-Steel Hybrid Systems : Seismic Overstrength and Ductility Factors ». Dans 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore : Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_084.
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