Littérature scientifique sur le sujet « Open cross section »
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Articles de revues sur le sujet "Open cross section"
Makki, Russul O., et Mohammed K. Fakhraldin. « Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element ». E3S Web of Conferences 318 (2021) : 01005. http://dx.doi.org/10.1051/e3sconf/202131801005.
Texte intégralKaymaz, Zerefsan, et George Siscoe. « Open geometry of the magnetotail cross section ». Journal of Geophysical Research : Space Physics 103, A7 (1 juillet 1998) : 14829–36. http://dx.doi.org/10.1029/98ja00812.
Texte intégralEasa, Said M. « Versatile general elliptic open channel cross section ». KSCE Journal of Civil Engineering 20, no 4 (31 août 2015) : 1572–81. http://dx.doi.org/10.1007/s12205-015-0494-x.
Texte intégralZhukova, Valentina. « Open charm studies at Belle ». EPJ Web of Conferences 212 (2019) : 09003. http://dx.doi.org/10.1051/epjconf/201921209003.
Texte intégralChoudhary, Prashant K., Prashanta K. Mahato et Prasun Jana. « Cross-section optimization of thin-walled open-section composite column for maximizing its ultimate strength ». Proceedings of the Institution of Mechanical Engineers, Part L : Journal of Materials : Design and Applications 236, no 2 (12 octobre 2021) : 413–28. http://dx.doi.org/10.1177/14644207211046264.
Texte intégralMehdizadeh, Ghazal, Mohammad R. Hematiyan et Mohammad R. Nami. « Non-uniform torsion of open-section members considering cross-sectional curvatures ». Journal of Strain Analysis for Engineering Design 51, no 6 (6 juin 2016) : 444–58. http://dx.doi.org/10.1177/0309324716652315.
Texte intégralEcsedi, István, Ákos József Lengyel, Attila Baksa et Dávid Gönczi. « Saint-Venant’s torsion of thin-walled nonhomogeneous open elliptical cross section ». Multidiszciplináris tudományok 11, no 5 (2021) : 151–58. http://dx.doi.org/10.35925/j.multi.2021.5.15.
Texte intégralBorelli, Noah, Bouzid Choubane, James Greene, Charles Holzschuher et James Fletcher. « Cross-Correlation Analysis of Line Laser High-speed Inertial Profilers ». Transportation Research Record : Journal of the Transportation Research Board 2674, no 5 (mai 2020) : 626–36. http://dx.doi.org/10.1177/0361198120917371.
Texte intégralHEMATIYAN, M. R., et E. ESTAKHRIAN. « TORSION OF FUNCTIONALLY GRADED OPEN-SECTION MEMBERS ». International Journal of Applied Mechanics 04, no 02 (juin 2012) : 1250020. http://dx.doi.org/10.1142/s1758825112500202.
Texte intégralEasa, Said M., et Yan-Cheng Han. « New Compound Open Channel Section with Polynomial Sides : Improving Cost and Aesthetics ». Water 11, no 8 (25 juillet 2019) : 1545. http://dx.doi.org/10.3390/w11081545.
Texte intégralThèses sur le sujet "Open cross section"
MANCILLA, RENZO CAYO. « NONLINEAR VIBRATIONS AND STABILITY OF SLENDER BARS WITH OPEN CROSS-SECTION ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2014. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35617@1.
Texte intégralCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Em virtude de sua eficiência, elementos estruturais de paredes finas com seções abertas são comuns em estruturas de aço, sendo secção em I, L, C e T usuais na prática de engenharia. A maior parte das vigas de parede fina tem uma boa resistência à flexão em relação ao eixo principal de inércia, mas uma baixa rigidez à flexão em relação ao eixo de menor inércia e uma baixa rigidez em torção. É por isso que estes elementos apresentam em geral uma instabilidade que leva a um acoplamento de flexo-torção. Muitas destas estruturas trabalham em um regime não linear e uma formulação não linear que leve em conta grandes deslocamentos e os acoplamentos inerentes é necessária. Neste trabalho um modelo não linear para vigas de seção aberta e paredes finas, considerando grandes deslocamentos, os efeitos de encurtamento e acoplamentos em flexão e torção é adotado. Inicialmente um estudo das frequências naturais, das cargas críticas e da relação frequência-carga axial é apresentado para diversos perfis. Com base nestes resultados, faz-se um estudo detalhado do comportamento dinâmico não linear destes perfis destacando o efeito do acoplamento não linear na região de ressonância e sua influência na estabilidade dinâmica da estrutura. Para isto são usadas diversas ferramentas de dinâmica não linear, tais como diagramas de bifurcação, respostas no tempo e plano de fase e bacias de atração. Os resultados mostram que a consideração dos acoplamentos não lineares é essencial para se avaliar o nível de segurança destas estruturas.
Due to its efficiency, thin-walled structural elements with open sections, such as I, L, C and Z profiles, are common in steel structures, being usual in engineering applications. Most thin-walled beams have a good flexural strength around of the principal axis of inertia, but a low one around the axis of lower inertia as well as low torsional stiffness. That is why these elements, generally, show instabilities that lead to flexural torsional coupling. Many of these structures do not work in a linear range and a non-linear formulation that takes into account large displacements and associated couplings is required. This dissertation presents a nonlinear model for extensional beams with thin-walled open section, considering large displacements, and flexural-torsional couplings. Initially a study of the natural frequencies, critical load and axial load vs. frequency relation is presented for different profile kinds. Based on these results, a detailed study of the dynamic behavior of non-linear profiles is made, highlighting the effect of non-linear coupling in the resonance region and its influence on the dynamic stability of the structure. For this, various tools of nonlinear dynamics are used, such as bifurcation diagrams, time histories and phase-space portraits and basins of attraction. The results show that the consideration of non-linear couplings is essential to availed the safety level of these structures.
Marjang, Nat. « Calculated Surface Velocity Coeffiecients for Prismatic Open Channels by Three-Dimensional Hydraulic Modeling ». DigitalCommons@USU, 2008. https://digitalcommons.usu.edu/etd/64.
Texte intégralNINA, JULIO CESAR COAQUIRA. « NONLINEAR OSCILLATIONS AND DYNAMIC INSTABILITY OF THIN-WALLED BEAMS WITH OPEN CROSS-SECTION ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2016. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33893@1.
Texte intégralCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Estruturas com elementos de seção aberta e paredes delgadas são amplamente utilizados em estruturas metálicas. Estes elementos têm, em geral, baixa rigidez a torção. Para seções monosimétricas e assimétricas, quando o centro de cisalhamento não coincide com o centro de gravidade, pode ocorrer acoplamento entre flexão e torção. Devido à baixa rigidez à torção, podem ocorrer grandes rotações das seções transversais da viga. Assim, uma análise do comportamento de tais elementos estruturais, levando em consideração a não linearidade geométrica, é desejável. Com este objetivo, equações diferenciais parciais de movimento que descrevem o acoplamento flexão-flexão-torção são utilizadas, em conjunto com o método de Galerkin, para se obter um conjunto de equações discretizadas de movimentos, que é resolvido pelo método Runge-Kutta. A partir das equações linearizadas, obtêm-se as frequências naturais, cargas críticas axiais e a relação entre carga axial e frequência para vigas com diferentes condições de contorno. A seguir, estudam-se as oscilações não lineares e bifurcações de uma viga engastada-livre submetida a cargas laterais harmônicas. Uma análise paramétrica detalhada, usando várias ferramentas de dinâmica não linear, investiga o comportamento dinâmico não linear e não planar da viga nas três primeiras regiões de ressonância e a influência da não linearidade, posição do carregamento, restrições à torção e parâmetros de controle do carregamento na estabilidade dinâmica da estrutura.
Structural elements with open and thin-walled section are widely used in metal structures. These elements have, in general, low torsional stiffness. For monosymmetric and asymmetric sections, when the shear center does not coincide with the center of gravity coupling between bending and torsion may occur. Due to the low torsional stiffness, large twist beam cross sections may arise. Thus, an analysis of the behavior of such structural elements, taking into account the geometric nonlinearity, is desirable. For this purpose, partial differential equations describing the flexural-flexural-torsional coupling are used in conjunction with the Galerkin method to obtain a set of discretized equations of motion, which is solved by the Runge-Kutta method. From the linearized equations, we obtain the natural frequencies, axial critical loads, and the axial load and frequency relationship for beams with different boundary conditions. Next, we study the nonlinear oscillations and bifurcations of a clamped-free beam subjected to harmonic lateral loads. A detailed parametric analysis, using various nonlinear dynamics tools, investigates the nonlinear dynamic behavior and nonplanar motions of the beam for the first three regions of resonance and the influence of the non-linearity, loading position, torsional restraints and load control parameters on the dynamic stability of the structure.
Paquet, Jeanne. « Development of a new design method for the cross-section capacity of steel open sections at high temperatures ». Master's thesis, Université Laval, 2021. http://hdl.handle.net/20.500.11794/69308.
Texte intégralAt high temperatures, steel suffers from great lossesin strength and stiffness. Different design methods must therefore be considered to predict the resistance of steel in the exceptional situation of fire. Current standards propose simplified methods to predict the resistance of steel at high temperatures. However, these methods are inspired by steel design equations used at room temperature and are therefore generally not suitable to predict accurately the resistance of steel elements in fire situation. This thesis presents research investigations pursued to propose a new design method for open steel cross-sections subjected to high temperatures by means of the Overall InteractionConcept (O.I.C.). This calculation method is based on the interaction between resistance and stability and allows to consider geometrical and material imperfections. The advantage of this new calculation method is that it allows to obtain precise results and to keep continuity between predictions contrarily to standards that use the cross-section classification. A numerical model, initially developed for open steel cross-sections at ambient temperature,was improved to predict the resistance of steel at high temperatures. It was then verified against experimental test results to ensure its accuracy. After validation, the numerical model was used to conduct simulations using different geometries, temperatures, yield limits andload cases. Results were then used to formulate new design proposals for cross-sections at high temperatures in the O.I.C. format. The performance of the new proposal was then evaluated et compared with the performance of existing standards. This evaluation allowed to conclude that the proposition is much more accurate than existing standards. Finally, the evolution of the behaviour of steel between cold and high temperature was briefly analysed. As this point was only briefly discussed, it opens the door for future studies on the subject.
Eade, James C. « Investigation of open periodic structures of circular cross section and their transition to solid circular waveguide ». Thesis, Loughborough University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.394873.
Texte intégralHoohlo, Changela. « A numerical and experimental study of open-channel flow in a pipe of circular cross-section with a flat bed ». Thesis, University of Newcastle Upon Tyne, 1994. http://hdl.handle.net/10443/386.
Texte intégralSterling, Mark. « A study of boundary shear stress, flow resistance and the free overfall in open channels with a circular cross-section ». Thesis, University of Birmingham, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.312038.
Texte intégralFasel, Markus Verfasser], Peter [Akademischer Betreuer] Braun-Munzinger et Jochen [Akademischer Betreuer] [Wambach. « Single-electron analysis and open charm cross section in proton-proton collisions at √s = 7 TeV / Markus Fasel. Betreuer : Peter Braun-Munzinger ; Jochen Wambach ». Darmstadt : Universitäts- und Landesbibliothek Darmstadt, 2012. http://d-nb.info/1106256743/34.
Texte intégralOrazbayev, Azamat. « Open Shell Effects in a Microscopic Optical Potential for Elastic Scattering of Exotic Helium Isotopes ». Ohio University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1377604473.
Texte intégralBeyer, André. « Résistance des barres en acier à section ouverte soumises à une combinaison d’effort normal, de flexion et de torsion ». Thesis, Université de Lorraine, 2017. http://www.theses.fr/2017LORR0204/document.
Texte intégralStructural steel members with open cross-section are, in the majority of cases, subject to a combination of axial forces and mono- or bi-axial bending. Nonetheless, owing to specific use they may be subject to torsion as well. Even if torsional loads are of practical interest for steel members of open section, the European standard for the design of steel structures, Eurocode 3, does not contain a generally accepted design method addressing the resistance of these members. Consequently, the main objective of this thesis is to close the lack in the current standard. So as to attain this objective the behaviour of members of open section subject to a complex load combination has been studied theoretically, experimentally and numerically. First, the plastic resistance of steel members has been analysed. It has been shown that members subject to torsion may possess a high plastic system reserve that cannot be predicted by simple elastic analysis. So as to account for the beneficial effect of the plastic reserve, a simplified analysis method has been developed and validated with numerical simulations. After this, the plastic interaction between all internal forces and moments has been studied. Several laboratory tests have been performed to characterise the interaction between bending moments and the shear force. The study is then extended to more complex interaction cases including torsion by means of numerical simulations. The laboratory test and the numerical simulations allowed the development of a precise resistance model based on the “Partial Internal Force Method” developed in the past. The last part of this thesis was dedicated to the member resistance including instability. A resistance model has been developed based on the Eurocode 3 interaction equations. So as to overcome some of the limitations linked to this method, a second design approach is developed based on the “Overall Interaction Concept”
Livres sur le sujet "Open cross section"
Sterling, Mark. A study of boundary shear stress, flow resistance and the free overfall in open channels with a circular cross-section. Birmingham : University of Birmingham, 1998.
Trouver le texte intégralYuen, Wai-hong Kenneth. A study of boundary shear stress, flow resistance and momentum transfer in open channels with simple and compound trapezoidal cross section. Birmingham : University of Birmingham, 1989.
Trouver le texte intégralPischik, Vlada, Tat'yana Chernousova, Margarita Postnikova, Anastasiya Miklyaeva, Nadezhda Sivrikova, Irina Abakumova et Garnik Akopov. The life of modern generations : socio-psychological trends. ru : INFRA-M Academic Publishing LLC., 2023. http://dx.doi.org/10.12737/1911533.
Texte intégralMetzinger, Thomas, et Jennifer M. Windt, dir. Open MIND, 2-vol. set. The MIT Press, 2016. http://dx.doi.org/10.7551/mitpress/10603.001.0001.
Texte intégralLonkar, Suresh. Bending and Torsion of Thin Walled Beams with Variable, Open Cross Sections. Springer London, Limited, 2013.
Trouver le texte intégralMcLean, Kate C., dir. Cultural Methods in Psychology. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780190095949.001.0001.
Texte intégralEberhardt, Kai-Ole, et Ingo Bultmann, dir. Das Spannungsfeld von Religion und Politik. Nomos Verlagsgesellschaft mbH & Co. KG, 2019. http://dx.doi.org/10.5771/9783845296982.
Texte intégralHalvorsen, Tar, et Peter Vale. One World, Many Knowledges : Regional experiences and cross-regional links in higher education. African Minds, 2016. http://dx.doi.org/10.47622/978-0-620-55789-4.
Texte intégralSabino, Cassese, von Bogdandy Armin et Huber Peter, dir. The Max Planck Handbooks in European Public Law : Volume I : The Administrative State. Oxford University Press, 2017. http://dx.doi.org/10.1093/law/9780198726401.001.0001.
Texte intégralBaer, Gregor, et Karen O’Flynn, dir. Financing Company Group Restructurings. Oxford University Press, 2015. http://dx.doi.org/10.1093/oso/9780198738466.001.0001.
Texte intégralChapitres de livres sur le sujet "Open cross section"
Shestopalov, Yury, Yury Smirnov et Eugene Smolkin. « Open Waveguides of Arbitrary Cross Section ». Dans Optical Waveguide Theory, 221–58. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0584-1_5.
Texte intégralNguyen, TeRon V., Daniel Krajzewicz, Matthew Fullerton et Eric Nicolay. « DFROUTER—Estimation of Vehicle Routes from Cross-Section Measurements ». Dans Modeling Mobility with Open Data, 3–23. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15024-6_1.
Texte intégralHo, Viet Long, Guido De Roeck, Thanh Bui-Tien et Magd Abdel Wahab. « Determination of the Effective Stiffness of Half-Open Cross-Section Bars and Orthotropic Steel Deck of a Truss Bridge Using Model Updating ». Dans Lecture Notes in Mechanical Engineering, 97–108. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9893-7_6.
Texte intégralBullinger, M., C. E. Angermann et B. M. Kemkes. « Psychological well-being of heart transplant patients — cross-sectional and longitudinal results ». Dans Quality of Life after Open Heart Surgery, 445–55. Dordrecht : Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-2640-3_44.
Texte intégralLinåker, Johan, et Per Runeson. « Collaboration in Open Government Data Ecosystems : Open Cross-sector Sharing and Co-development of Data and Software ». Dans Lecture Notes in Computer Science, 290–303. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-57599-1_22.
Texte intégralTsang, Jo-Ann, Rosemary L. Al-Kire, Edward B. Davis, Hilary N. Alwood et Wade C. Rowatt. « Methodological Diversity in Positive Psychology and the Psychology of Religion and Spirituality ». Dans Handbook of Positive Psychology, Religion, and Spirituality, 113–27. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-10274-5_8.
Texte intégralToda, Norio, et Nobutoshi Yoshimura. « Use of Off-Set Beam Elements in a Model for Torsional Deflection Analysis of a Grid Structure of Open Cross Sections ». Dans Computational Mechanics ’86, 353–58. Tokyo : Springer Japan, 1986. http://dx.doi.org/10.1007/978-4-431-68042-0_46.
Texte intégralKledal, Paul Rye, Bettina König et Daniel Matulić. « Aquaponics : The Ugly Duckling in Organic Regulation ». Dans Aquaponics Food Production Systems, 487–500. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15943-6_19.
Texte intégralReynolds, Matthew P., et Hans-Joachim Braun. « Wheat Improvement ». Dans Wheat Improvement, 3–15. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-90673-3_1.
Texte intégralRădulescu, Maria Alina, Wim Leendertse et Jos Arts. « Living Labs : A Creative and Collaborative Planning Approach ». Dans Co-Creativity and Engaged Scholarship, 457–91. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-84248-2_15.
Texte intégralActes de conférences sur le sujet "Open cross section"
Kashyap, S., A. Louie et Robert Paknys. « Radar cross section computation for open ended waveguide structures ». Dans 1998 Symposium on Antenna Technology and Applied Electromagnetics. IEEE, 1998. http://dx.doi.org/10.1109/antem.1998.7861726.
Texte intégralCoaquira, Júlio C., Paulo B. Gonçalves et Eulher C. Carvalho. « Dynamic Instability of Cantilever Beams With Open Cross-Section ». Dans ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-65674.
Texte intégralIvanov, St, V. Vestman et P. Collin. « Additional Effects from Transforming Open Bridge Cross Section to Semi-Closed ». Dans IABSE Symposium, Wroclaw 2020 : Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0893.
Texte intégralMalyshev, G. S., A. S. Raevskii, S. B. Raevskii et A. A. Titarenko. « Universal method for calculating the open dielectric waveguides with arbitrary cross-section ». Dans Optical Technologies for Telecommunications 2013, sous la direction de Vladimir A. Andreev, Vladimir A. Burdin, Albert H. Sultanov et Oleg G. Morozov. SPIE, 2014. http://dx.doi.org/10.1117/12.2052690.
Texte intégralRozylo, Patryk, et Hubert Debski. « Progressive failure analysis of thin-walled composite structure with open cross-section ». Dans COMPUTATIONAL TECHNOLOGIES IN ENGINEERING (TKI’2018) : Proceedings of the 15th Conference on Computational Technologies in Engineering. Author(s), 2019. http://dx.doi.org/10.1063/1.5092010.
Texte intégralDuan, Jin, et Yun-Gui Li. « About the Torsional Constant for thin-walled rod with open cross-section ». Dans 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017). Paris, France : Atlantis Press, 2018. http://dx.doi.org/10.2991/ifeesm-17.2018.43.
Texte intégralYu, Dianlong, Yaozong Liu, Jing Qiu, Gang Wang et Jihong Wen. « Triply Coupled Vibration Band Gaps in Periodic Thin-Walled Open Cross Section Beams ». Dans ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-79880.
Texte intégralSun, Guangcai, WenLi Wei, Pei Zhang, GuoLi Yang et Wenxue Hu. « Calculation of Optimal Hydraulic Cross Section in a Cubic Parabola-Shape Open Channel ». Dans 2011 Asia-Pacific Power and Energy Engineering Conference (APPEEC). IEEE, 2011. http://dx.doi.org/10.1109/appeec.2011.5748593.
Texte intégralOgi, Yoshiro, et Ken Higuchi. « Dynamics of a Spin-Axis Extending Shaft of Thin-Walled Open Cross-Section ». Dans 49th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
16th AIAA/ASME/AHS Adaptive Structures Conference
10t. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2008. http://dx.doi.org/10.2514/6.2008-1955.
CHRISTIDI, Ilektra. « Open b and bb cross section using inclusive and exclusive channels at ATLAS ». Dans The 13th International Conference on B-Physics at Hadron Machines. Trieste, Italy : Sissa Medialab, 2011. http://dx.doi.org/10.22323/1.129.0009.
Texte intégralRapports d'organisations sur le sujet "Open cross section"
Gómez-Lobo, Andrés, Santiago Sánchez González, Vileydy González Mejia et Agustina Calatayud. Open configuration options Agglomeration and Congestion in Latin America. Inter-American Development Bank, février 2022. http://dx.doi.org/10.18235/0003984.
Texte intégralHan, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells et Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.
Texte intégralFigueredo, Luisa, Liliana Martinez et Joao Paulo Almeida. Current role of Endoscopic Endonasal Approach for Craniopharyngiomas. A 10-year Systematic review and Meta-Analysis Comparison with the Open Transcranial Approach. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, janvier 2023. http://dx.doi.org/10.37766/inplasy2023.1.0045.
Texte intégralAtkinson, Dan, et Alex Hale, dir. From Source to Sea : ScARF Marine and Maritime Panel Report. Society of Antiquaries of Scotland, septembre 2012. http://dx.doi.org/10.9750/scarf.09.2012.126.
Texte intégralKhan, Mahreen. Public Financial Management and Transitioning out of Aid. Institute of Development Studies, septembre 2022. http://dx.doi.org/10.19088/k4d.2022.145.
Texte intégralFinkelshtain, Israel, et Tigran Melkonyan. The economics of contracts in the US and Israel agricultures. United States Department of Agriculture, février 2008. http://dx.doi.org/10.32747/2008.7695590.bard.
Texte intégralANALYSIS OF TRANSIENT STRUCTURAL RESPONSES OF STEEL FRAMES WITH NONSYMMETRIC SECTIONS UNDER EARTHQUAKE MOTION. The Hong Kong Institute of Steel Construction, août 2022. http://dx.doi.org/10.18057/icass2020.p.347.
Texte intégralAccelerating Digital Payments in Latin America and the Caribbean. Inter-American Development Bank, mai 2022. http://dx.doi.org/10.18235/0004256.
Texte intégral