Literatura académica sobre el tema "Joints loads"
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Artículos de revistas sobre el tema "Joints loads"
Özes, Çiçek y Özgen Aydin. "Analysis of Sandwich T-Joints under Compression Loads in Marine Applications". Advanced Composites Letters 18, n.º 3 (mayo de 2009): 096369350901800. http://dx.doi.org/10.1177/096369350901800301.
Texto completoZhuang, Fujian y Puhui Chen. "Effects of missing fasteners on the mechanical behavior of double-lap, multi-row composite bolted joints". Journal of Composite Materials 52, n.º 28 (2 de mayo de 2018): 3919–33. http://dx.doi.org/10.1177/0021998318771464.
Texto completoMa, Yan Yan, Kai Fu Zhang, Zhao Jun Yang y Yuan Li. "Effects of Impact on the Failure of CFRP/Al Bonded Single-Lap Joints with Different Overlap Length". Advanced Materials Research 181-182 (enero de 2011): 814–19. http://dx.doi.org/10.4028/www.scientific.net/amr.181-182.814.
Texto completoOoi, E. P., R. Daud, N. A. M. Amin y T. W. Hong. "Recent Development on Fracture Analysis of Solder Joints". Applied Mechanics and Materials 695 (noviembre de 2014): 680–83. http://dx.doi.org/10.4028/www.scientific.net/amm.695.680.
Texto completoKang, Heesuk, Paul Park, Frank La Marca, Scott J. Hollister y Chia-Ying Lin. "Analysis of load sharing on uncovertebral and facet joints at the C5–6 level with implantation of the Bryan, Prestige LP, or ProDisc-C cervical disc prosthesis: an in vivo image-based finite element study". Neurosurgical Focus 28, n.º 6 (junio de 2010): E9. http://dx.doi.org/10.3171/2010.3.focus1046.
Texto completoTruong Viet, Hoai, Tran Duc Hoan, Vu Minh Vinh y Chu Van Huy. "Failure load prediction of single-lap bonded joints by damage zone method". Journal of Military Science and Technology, n.º 79 (19 de mayo de 2022): 52–59. http://dx.doi.org/10.54939/1859-1043.j.mst.79.2022.52-59.
Texto completoGao, Deng Li, Zhen Bao Li, Guo Feng Wang y Jian Cheng Li. "The Experimental Investigation of Slab Participation in Flexural Behavior of Beams under Two-Way Loading". Applied Mechanics and Materials 105-107 (septiembre de 2011): 969–75. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.969.
Texto completoKipp, Kristof, Josh Redden, Michelle Sabick y Chad Harris. "Kinematic and Kinetic Synergies of the Lower Extremities During the Pull in Olympic Weightlifting". Journal of Applied Biomechanics 28, n.º 3 (julio de 2012): 271–78. http://dx.doi.org/10.1123/jab.28.3.271.
Texto completoSu, Yi Sheng, Shu Fang Zheng, Qi Liang Li y Jin Yun Quan. "Experimental Study on the Static Performance of Joints in the Castellated Portal Frame of Light-Weight Steel". Applied Mechanics and Materials 166-169 (mayo de 2012): 563–68. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.563.
Texto completoHuang, Zhen, Jiawei Zhang, Zimao Peng, Hongbo Hu, Huiping An, Xulong Yang y Tianxiang Xiong. "Simulation of Thermomechanical Coupling and Evaluation of the Fire Resistance for the Joints of Fabricated Frame Tunnel". Fire 6, n.º 1 (21 de diciembre de 2022): 3. http://dx.doi.org/10.3390/fire6010003.
Texto completoTesis sobre el tema "Joints loads"
Angelakos, Bill. "The behavior of reinforced concrete knee joints under earthquake loads". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0003/NQ41091.pdf.
Texto completoDale, Kenneth William 1971. "Behaviour of tubular connections under variable repeated loads". Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8848.
Texto completoLi, Huawei. "Dynamic performance of reinforced concrete beams and joints subjected to impact loads". Thesis, Curtin University, 2021. http://hdl.handle.net/20.500.11937/84205.
Texto completoSrinivasan, Shiva. "Characterization of stresses induced in doweled joints due to thermal and impact loads". Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=2186.
Texto completoTitle from document title page. Document formatted into pages; contains x, 114 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 108-113).
Zarco-GonzaÌlez, JoseÌ Carlos. "Analysis of damage progression in composite joints subjected to bearing and by-pass loads". Thesis, Oxford Brookes University, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.432764.
Texto completoLo, Clifford Fook Leong. "Behaviour and design of eccentrically loaded bolted connections". Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63986.
Texto completoAl-Mukhtar, Ahmed. "The safety analysis concept of welded components under cyclic loads using fracture mechanics method". Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2010. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-39477.
Texto completoDie Bewertung einer Schweißnaht ist ein großes Forschungsgebiet und hat viele Möglichkeiten für Lösungskonzepte und Vorhersagen. Obwohl für die Schwingfestigkeit und die Spannungsintensitätsfaktor (SIF)-Lösungen in verschiedenen Handbüchern Empfehlungen ausgewiesen sind, sind diese Werte nur für eine geringe Anzahl von Proben, Komponenten, Belastungsfälle und Schweißgeometrien verfügbar. Die vorhandenen Lösungsansätze sind nicht immer für spezielle technische Anwendungen geeignet. Darüber hinaus sind zuverlässige bewährte Lösungen von Spannungsintensitätsfaktoren immer noch schwierig zu finden, obwohl verschiedene SIF-Handbücher mit Hinweis auf den anliegenden nominalen SIF veröffentlicht sind. Der Einfluss von Eigenspannungen ist eine der größten Herausforderungen bei der Lebensdauerabschätzung. Aufgrund der Tatsache, dass infolge der Eigenspannungen sowohl die Spannungsverteilung als auch der SIF verändert werden, muss eine Abschätzung erfolgen. Die Spannungsverteilung wird durch viele Parameter beeinflusst, wie zum Beispiel den Werkstoff, die Nahtgeometrie und den Schweißprozess. In der vorliegenden Arbeit wurde für die Berechnung des Ermüdungsrisswachstums unter verschiedenen Kerbfällen das Konzept der linear-elastischen Bruchmechanik (LEBM) verwendet, welches K-Lösungen für die Rissspitze bei unterschiedlichen Fällen der Schweißgeometrie berücksichtigt. Aufgrund der Komplexität der Risskonfigurationen und der Spannungsfelder in praxisrelevanten Komponenten werden weitere Hilfsmittel zur Berechnung von Spannungsintensitätsfaktoren benötigt, welche die herkömmlichen Lösungen in Handbüchern erweitern. Deshalb wurde die Finite Elemente Methode (FEM) zur Berechnung von Spannungsintensitätsfaktoren an Rissen verwendet. Die LEBM wird in der FEMSoftware FRANC berücksichtigt. Die aus Eigenspannungen resultierenden Spannungsintensitätsfaktoren wurden mit Hilfe der Gewichtsfunktionsmethode berechnet. Die Ermüdungslebensdauer (Schwingfestigkeit) von tragenden und nichttragenden Schweißnähten mit ungenügender Durchschweißung beziehungsweise Kerbriss wurden mit Hilfe der LEBM durch Integration der Zyklischen Risswachstumskurve ermittelt. Zur Validierung des FEM-Modells konnte in einigen untersuchten Fällen auf experimentelle Ergebnisse zur Lebensdauer und zum SIF aus der Literatur zurückgegriffen werden, wo identische Geometrien, Materialeigenschaften und Belastungsverhältnisse der Naht vorlagen. Unter Vorgabe des Werkstoffes und der Prüfbedingungen wurde das Risswachstumsverhalten mit dem Zusammenhang von Risswachstumsgeschwindigkeit da/dN und zyklischem Spannungsintensitätsfaktor K mit dem Paris-Gesetz beschrieben. Eine numerische Integration der Paris-Gleichung erfolgte über ein FORTRAN-Programm. Die damit erhaltenen Ergebnisse sind als Ermüdungslebensdauer (Schwingfestigkeit) verwendbar. Die berechneten SIF‘en entlang der Paris-Geraden werden zur Vorhersage des Risswachstums benutzt. Die typischen Risslängen für jede Nahtgeometrie wurden mit Hilfe des eigens integrierten Programmes ermittelt. Zur Berücksichtigung des Einflusses von Eigenspannungen wird empfohlen, Risswachstumsgleichungen zu nutzen, die empfindlich auf das Spannungsverhältnis R reagieren. Für die vorliegende Zielsetzung gilt der Lösungsansatz nach Forman, Newman und de Konig (FNK) als der am besten geeignete. Trotz der jüngsten, beträchtlichen Fortschritte in den bruchmechanischen Theorien und Anwendungen sind systematische Studien zum Einfluss der Schweißgeometrie und der Eigenspannungen auf das Ermüdungsrisswachstum, in welchen der SIF aufgrund extern anliegender Beanspruchungen (Kapp) mit der FEM berechnet wurde, in der Literatur kaum vorhanden. Im Gegensatz dazu wurde der SIF infolge von Eigenspannungen (Kres) mit Hilfe der analytischen Gewichtsfunktionsmethode und der Eigenspannungsverteilung berechnet. Um den Einfluss von Eigenspannungen auf das Versagen einer Schweißverbindung abzuschätzen, muss deren Verteilung bekannt sein. Obwohl die Wirkung von Eigenspannungen auf das Ermüdungsverhalten in geschweißten Strukturen und Komponenten schon lange bekannt ist, ist der Zugriff auf verlässliche und präzise Daten von räumlichen Eigenspannungsfeldern begrenzt. Bezüglich einer konzeptionellen Sicherheitsanalyse von geschweißten Komponenten mit bruchmechanischen Methoden begründet diese Arbeit einen systematischen Ansatz, um den Einfluss von Schweißeigenspannungen auf das Ermüdungsrisswachstum zu verdeutlichen
Guivarch, Damien. "Méthodes et outils d'aide à l'estimation des efforts sur les ensembles mécaniques en phase d'architecture. Application aux hélicoptères". Electronic Thesis or Diss., Toulouse, INSA, 2019. http://www.theses.fr/2019ISAT0053.
Texto completoNew software tools are used to simulate the transient dynamic behaviour of multi-body mechanical systems. Could they provide a good forecast of loads applied on helicopter rotary wing system? The work developed in this thesis provides some answers to this question, knowing that the context considered presents many difficulties: flexible bodies, complex mechanical links, hyperstatisms… The stakes are high because the development cycle of these mechanical assemblies would be greatly reduced by a correct estimation of loads during the first steps of the design of a new architecture. In this context, a new level of modeling is introduced, focusing on the dynamic systems studied. Since this level is part of a multi-scale approach, it is necessary to feed it with simplified models of the subassemblies that form the studied system, and this leads to so-called local studies. The presentation of this work is based on the rotary wing system of H160 helicopter, currently in industrialization phase at Airbus Helicopters, which includes the blades, the main rotor and the hydraulic control actuators. Three major developments are detailed: modelling of a swashplates sub-assembly, blades and the rotary wing system.The new modelling framework thus created allows the loads estimation at the level of the mechanical links of these systems and the monitoring of their evolution over time
Spittka, Berndt F. (Berndt Friedrich) 1980. "Analysis of headless shear stud connections". Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/74404.
Texto completoCataloged from PDF version of thesis.
Includes bibliographical references (p. 115-117)
Highway bridges are exposed to numerous elemental and loading issues that are extremely difficult for a designer to anticipate and account for during design. The current state of practice is to design a bridge deck for a certain life span and then turn the bridge over to maintenance personnel who attempt to prolong the life of the deck through a variety of repair and rehabilitation measures. These repair measures are rarely, if ever, considered during the design process of the bridge deck. Numerous researchers have looked at making bridges, specifically decks, more repairable. The majority of these research efforts have focused on the bridge deck system as a whole. Other researchers have looked at individual elements of the bridge deck to girder connection to see if the required strength could be achieved while making the connections easier to take apart. One of the main components in the bridge deck to girder system is the steel shear stud connection, which is used to create composite action between the deck and the girder. Numerous researchers have studied this connection from a strength perspective, and the strength equations for the shear connection have been codified. Shear connections using headless studs have been researched as well, but always as a part of a larger deck to girder connection system. The headless stud has never been researched to see how it responds to a shear loading. This study looks at headless studs with varying levels of debonding along the stud shaft to analyze the impact on the load resistance that the levels of debonding would have. Granular materials for the shear transfer of load are also looked at. The results show that, as expected, the headless, debonded shear studs can carry less load than a bonded stud, but the difference in load carrying capacity is within the suggested over-estimation range of the codes that other researchers have suggested. These results suggest that the use of headless, debonded shear studs in a deck to girder connection is a feasible way to make that connection more repairable.
Funded by the U.S. Dept. of the Army.
by Berndt F. Spittka
S.M.
Carroll, Jeffery D. "Withdrawal and combined load capacity of threaded fastener wood joints /". This resource online, 1988. http://scholar.lib.vt.edu/theses/available/etd-04122010-083654/.
Texto completoLibros sobre el tema "Joints loads"
Al-Qazzaz, Khaled. Buckling failure in adhesive joints under bending loads. Ottawa: National Library of Canada, 2003.
Buscar texto completoRoeder, C. W. Field measurements of dynamic wheel loads on modular expansion joints. [Olympia, Wash.]: Washington State Dept. of Transportation, 1995.
Buscar texto completoRamberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.
Texto completoNaik, Rajiv A. Stress analysis method for clearance-fit joints with bearing-bypass loads. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1989.
Buscar texto completoAlexandrov, Sergey. Upper bound limit load solutions for welded joints with cracks. Heidelberg: Springer, 2012.
Buscar texto completoC, Jenkins Robert y United States. National Aeronautics and Space Administration., eds. Experimental analysis of thread movement in bolted connections due to vibrations: Research project NAS8-39131 : final report, August 1994. [Washington, DC: National Aeronautics and Space Administration, 1994.
Buscar texto completoC, Jenkins Robert y United States. National Aeronautics and Space Administration., eds. Experimental analysis of thread movement in bolted connections due to vibrations: Research project NAS8-39131 : final report. [Washington, DC]: National Aeronautics and Space Administration, 1994.
Buscar texto completoC, Jenkins Robert y United States. National Aeronautics and Space Administration., eds. Experimental analysis of thread movement in bolted connections due to vibrations: Final report. [Washington, D.C.]: National Aeronautics and Space Administration, 1995.
Buscar texto completoD, Peterson L. y United States. National Aeronautics and Space Administration., eds. Identification of nonlinear micron-level mechanics for a precision deployable joint. [Washington, DC: National Aeronautics and Space Administration, 1994.
Buscar texto completoShaik, Jeelani y United States. National Aeronautics and Space Administration, eds. Mode I delamination growth in adhesively bonded joints under static and fatigue loads: Semi-annual report. Tuskegee, AL: School of Engineering and Architecture, Tuskegee University, 1986.
Buscar texto completoCapítulos de libros sobre el tema "Joints loads"
Othman, Ramzi. "Analytical Modelling of Dynamic and Impact Loads". En Strength Prediction of Adhesively-Bonded Joints, 71–96. Boca Raton, FL : Taylor & Francis Group, CRC Press, [2016] | “A science publishers book.”: CRC Press, 2017. http://dx.doi.org/10.1201/9781315370835-4.
Texto completoKhodadadberomy, R., M. R. Ashory y E. Jamshidi. "Identification of bolted joints under repeatable loads". En Structural Dynamics, Volume 3, 1617–27. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9834-7_146.
Texto completoGavric, Igor, Massimo Fragiacomo, Marjan Popovski y Ario Ceccotti. "Behaviour of Cross-Laminated Timber Panels under Cyclic Loads". En Materials and Joints in Timber Structures, 689–702. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_62.
Texto completoBerme, N., G. Heydinger y A. Cappozzo. "Calculation of Loads Transmitted at the Anatomical Joints". En Biomechanics of Engineering, 89–131. Vienna: Springer Vienna, 1987. http://dx.doi.org/10.1007/978-3-7091-2808-4_2.
Texto completoBickford, John H. y Michael Oliver. "Theoretical Behavior of the Joint under Tensile Loads". En Introduction to the Design and Behavior of Bolted Joints, 263–96. 5a ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9780429243943-10.
Texto completoMakino, Y. y Y. Kurobane. "Tests on CHS KK-joints under anti-symmetrical loads". En Tubular Structures VI, 449–56. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-66.
Texto completoYonemura, H., Y. Makino, Y. Kurobane y G. J. van der Vegte. "Tests on CHS planar KK-joints under anti-symmetrical loads". En Tubular Structures VII, 189–95. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-29.
Texto completoYonemura, H., Y. Makino, Y. Kurobane y G. J. van der Vegte. "Tests on CHS planar KK-joints under anti-symmetrical loads". En Tubular Structures VII, 189–95. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-29.
Texto completoSawa, Toshiyuki, Izumi Higuchi y Jyo Shimura. "Three-dimensional finite element analysis of stress response in adhesive scarf joints subjected to impact tensile loads". En Adhesive Joints: Formation, Characteristics and Testing, 257–72. London: CRC Press, 2023. http://dx.doi.org/10.1201/9780429070709-15.
Texto completoSawa, Toshiyuki, Masahiro Yoneno, Ken Shimotakahara y Yoichi Motegi. "Axisymmetric stress analysis and strength of bonded shrink-fitted joints subjected to push-off forces and torsional loads". En Adhesive Joints: Formation, Characteristics and Testing, 273–97. London: CRC Press, 2023. http://dx.doi.org/10.1201/9780429070709-16.
Texto completoActas de conferencias sobre el tema "Joints loads"
Brown, Warren. "Improved Analysis of External Loads on Flanged Joints". En ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97814.
Texto completoFukuoka, Toshimichi, Masataka Nomura y Takahiro Kamihira. "Finite Element Analysis of the Mechanical Behavior of Multi-Bolted Joints Subjected to Shear Loads". En ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25130.
Texto completoLi, Weidong, Kunyue Wu, Yu Du, Jian Pang y Ping Hu. "Fatigue Analysis of Adhesively Bonded Single Lap Joints Under Vibration Loads". En ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70514.
Texto completoMatin, Payam H. y Sayed A. Nassar. "Prediction of Clamp Load Loss Under Fully Reversed Cyclic Loads in Bolted Joints". En ASME 2005 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/detc2005-84039.
Texto completoSawa, Toshiyuki y Akira Moriuchi. "Stress Analysis of Combination Joints of Adhesive With Tap Bolt Under External Tensile Loads". En ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-33435.
Texto completoDale, Travis, Yuvraj Singh, Ian Bernander, Ganesh Subbarayan, Carol Handwerker, Peng Su y Bernard Glasauer. "Fatigue Life of Sn3.0Ag0.5Cu Solder Alloys Under Combined Shear and Compressive Loads". En ASME 2019 International Technical Conference and Exhibition on Packaging and Integration of Electronic and Photonic Microsystems. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/ipack2019-6507.
Texto completoKobayashi, Takashi, Takahito Nishida y Yuki Yamanaka. "Effect of Creep-Relaxation Characteristics of Gaskets on the Bolt Loads of Gasketed Joints". En ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-1879.
Texto completoKoay, Kenny, Brad Bracht y Vance Browne. "Fatigue Analysis of a Welded Lap Joint Under Bending Load". En ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-32303.
Texto completoLiao, Lijuan y Toshiyuki Sawa. "Axisymmetric Analysis of Mechanical Properties of Bonded Shrink Fitted Joints Under Torsional Loads". En ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-37214.
Texto completoKobayashi, Takashi y Kota Hamano. "The Reduction of Bolt Load in Bolted Flange Joints Due to Gasket Creep-Relaxation Characteristics". En ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2627.
Texto completoInformes sobre el tema "Joints loads"
Lippert, David, Marshall Thompson y Charles Wienrank. Performance of Interstate Rubblization in Illinois. Illinois Center for Transportation, julio de 2021. http://dx.doi.org/10.36501/0197-9191/21-005.
Texto completoPark, Gyung-Jin. Nonlinear Response Optimization Using Equivalent Loads for a Joined-Wing. Fort Belvoir, VA: Defense Technical Information Center, abril de 2007. http://dx.doi.org/10.21236/ada474610.
Texto completoMoshier, Monty A. Ram Load Simulation of Wing Skin-Spar Joints: New Rate-dependent Cohesive Model. Fort Belvoir, VA: Defense Technical Information Center, enero de 2006. http://dx.doi.org/10.21236/ada448143.
Texto completoChan, Wanyu R. y Michael D. Sohn. Computing Toxic Load for Shelter-in-Place Analysis Using Joint Urban 2003. Office of Scientific and Technical Information (OSTI), junio de 2012. http://dx.doi.org/10.2172/1196773.
Texto completoKerber, Steve, Daniel Madrzykowski, James Dalton y Robert Backstrom. Improving Fire Safety by Understanding the Fire Performance of Engineered Floor Systems and Providing the Fire Service with Information for Tactical Decision Making. UL Firefighter Safety Research Institute, marzo de 2012. http://dx.doi.org/10.54206/102376/zcoq6988.
Texto completoPerez, Felipe de Jesus. Lateral Load Behavior and Design of Unbonded Post-tensioned Precast Concrete Walls with Ductile Vertical Joint Connectors. Precast/Prestressed Concrete Institute, 1998. http://dx.doi.org/10.15554/pci.rr.seis-018.
Texto completoDay, Deanne N., Allison M. Meiszberg, Locke A. Karriker, JoAnn M. Kinyon, Timothy S. Frana y Joshua S. Ellingson. Effect of Joint Sampling Technique on Bacterial Load in Synovial Fluid Samples of Swine in a Commercial Setting. Ames (Iowa): Iowa State University, enero de 2012. http://dx.doi.org/10.31274/ans_air-180814-898.
Texto completoDemchyna, Bohdan y Yaroslav Shydlovskyi. Recommendations for Designing Wooden Arches on Metal-toothed Plates. Intellectual Archive, marzo de 2021. http://dx.doi.org/10.32370/ia_2021_03_18.
Texto completoTamale, Nona. Adding Fuel to Fire: How IMF demands for austerity will drive up inequality worldwide. Oxfam, agosto de 2021. http://dx.doi.org/10.21201/2021.7864.
Texto completoEXPERIMENTAL STUDY ON TRUSS TYPE STEEL REINFORCED CONCRETE JOINTS. The Hong Kong Institute of Steel Construction, agosto de 2022. http://dx.doi.org/10.18057/icass2020.p.165.
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