Littérature scientifique sur le sujet « Space trusse »
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Articles de revues sur le sujet "Space trusse"
Wu, Hui, Wen Feng Du et Yi Jun Wang. « Failure Mechanisms and Progressive Collapse Judgment Criterion of Space Trusses under Strong Earthquakes ». Applied Mechanics and Materials 90-93 (septembre 2011) : 1581–85. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1581.
Texte intégralSilva, Welington V., Ramon Silva, Luciano M. Bezerra, Cleirton A. S. Freitas et Jorge Bonilla. « Experimental Analysis of Space Trusses Using Spacers of Concrete with Steel Fiber and Sisal Fiber ». Materials 13, no 10 (16 mai 2020) : 2305. http://dx.doi.org/10.3390/ma13102305.
Texte intégralEl-Sheikh, Ahmed. « Sensitivity of Space Trusses to Uneven Support Settlement ». International Journal of Space Structures 11, no 4 (décembre 1996) : 392–400. http://dx.doi.org/10.1177/026635119601100406.
Texte intégralEl-Sheikh, Ahmed. « Sensitivity of Composite and Non-Composite Space Trusses to Member Loss ». International Journal of Space Structures 9, no 2 (juin 1994) : 107–19. http://dx.doi.org/10.1177/026635119400900205.
Texte intégralEl-Sheikh, A. L. « Numerical Analysis of Space Trusses With Flexible Member-End Joints ». International Journal of Space Structures 8, no 3 (septembre 1993) : 189–97. http://dx.doi.org/10.1177/026635119300800305.
Texte intégralEl-Sheikh, A. L. « Nonlinear Numerical Analysis of Composite Space Trusses ». International Journal of Space Structures 9, no 4 (décembre 1994) : 219–25. http://dx.doi.org/10.1177/026635119400900405.
Texte intégralEl-Sheikh, Ahmed. « Sensitivity of Space Trusses to Sudden Member Loss ». International Journal of Space Structures 12, no 1 (mars 1997) : 31–41. http://dx.doi.org/10.1177/026635119701200104.
Texte intégralLuo, Ruifeng, Yifan Wang, Zhiyuan Liu, Weifang Xiao et Xianzhong Zhao. « A Reinforcement Learning Method for Layout Design of Planar and Spatial Trusses using Kernel Regression ». Applied Sciences 12, no 16 (17 août 2022) : 8227. http://dx.doi.org/10.3390/app12168227.
Texte intégralYan, Xu, Tie Ying Li et Yun Jing Nie. « The Construction Process Simulation of a Large-Span Rhombic Space Truss Using FEM Analysis ». Advanced Materials Research 368-373 (octobre 2011) : 1101–4. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1101.
Texte intégralTabatabaei, Mousa, et Cedric Marsh. « Strengthening Space Trusses by Diagonal Removal ». International Journal of Space Structures 8, no 4 (décembre 1993) : 231–39. http://dx.doi.org/10.1177/026635119300800401.
Texte intégralThèses sur le sujet "Space trusse"
PEREIRA, ANDERSON. « RELIABILITY BASED OPTIMIZATION : APPLICATION TO SPACE TRUSSES ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2007. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10641@1.
Texte intégralGRUPO DE TECNOLOGIA DE COMPUTAÇÃO GRÁFICA - PUC-RIO
No projeto de estruturas de engenharia há, freqüentemente, incertezas associadas µas propriedades dos materiais, nas propriedades geométricas e aos carregamentos. A maneira mais comum e tradicional para se levar em conta estas incertezas é através da definição dos valores de projeto como o resultado do produto do valor característico das variáveis aleatórias por um fator parcial de segurança. Esta solução, no entanto, falha ao não permitir a quantificação da confiabilidade do projeto ótimo uma vez que um fator grande de segurança pode não significar uma confiabilidade mais alta. Para se considerar a natureza probabilística de quantidades como propriedades dos materiais, carregamentos, etc., tem-se que identificar e definir estas quantidades como variáveis aleatórias no modelo de análise. Desta maneira, a probabilidade de falha (ou a confiabilidade) de uma estrutura sujeita a uma restrição de desempenho na forma de uma função de estado limite pode, então, ser calculada e formulada como uma restrição num problema de otimização. Neste trabalho, restrição probabilísticas são incorporadas ao esquema tradicional de otimização estrutural. A formulação e os métodos numéricos para este processo, comumente chamado de otimização baseada em confiabilidade, são descritos. O objetivo principal é apresentar um sistema computacional capaz de resolver problemas de otimização de forma e de dimensões de treliças espaciais baseado em confiabilidade. Podem ser consideradas como variáveis, determinísticas ou aleatórias, as seções transversais, as coordenadas nodais, as propriedades dos materiais (módulo de elasticidade e tensão de escoamento) e os carregamentos. De maneira a tratar os problemas de instabilidade global são considerados os efeitos da não-linearidade geométrica no comportamento da estrutura e uma restrição formulada para uma função de estado limite associada na carga de colapso é incluída. Funções de estado limite referentes aos deslocamentos e nas tensões também são consideradas. A flambagem global das barras é considerada por meio da carga crítica de Euler
Uncertainties associated with random variables, such as, the material proprieties and loads, are inherent to the design of structures. These uncertainties are traditionally taken into account in the project before the design by defining design values for the random variables. The design values of the random variables are obtained from statistical properties of the random variables and from partial safety factors. Once these values are defined the variables are treated as deterministic variables in the design process. This approach has been followed in the conventional design optimization and in many design codes such as the Brazilian code for the design of steel and concrete structures. This simple approach, however, does not allow an estimate of the structural reliability of the resulting project which may have a low (unsafe structure) or a very high (expensive structure) reliability. To overcome this problem a reliability analysis must be incorporated into the traditional design optimization. Design optimization, incorporating reliability analyses, has been denoted Reliability-Based Design Optimization (RBDO). In RBDO, the constraints are defined in terms of the probabilities of failure associated with some prescribed failure functions and therefore, it requires, as in the reliability analysis, the definition of the random variables and information about their statistical properties. In this work, RBDO is applied to the shape and sizing optimization of spatial trusses considering geometric nonlinearities. The constraints considered in the RBDO problem are related to the following failure mechanisms: to the global collapse (limit load), to local buckling and yield stress and to serviceability conditions (displacement bounds). The algorithms used for solving the optimization problem and for performing the reliability analysis are described.
Navarro, Cota Juan Pedro Martin 1963. « DESIGN AND BEHAVIOR OF COMPOSITE SPACE TRUSSES ». Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276505.
Texte intégralSahol, Hamid Yazmin. « Progressive collapse of double layer space trusses ». Thesis, University of Surrey, 2015. http://epubs.surrey.ac.uk/808321/.
Texte intégralNguyen, Thu Ngoc 1967. « Design optimization of a space truss structure ». Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/46133.
Texte intégralMupona, Gaylord Tonderai. « Development of space truss systems in timber ». Thesis, University of Cape Town, 2004. http://hdl.handle.net/11427/6712.
Texte intégralPugh, James Christopher. « A user friendly preprocessor for plane and space frames and space trusses ». Thesis, Virginia Tech, 1989. http://hdl.handle.net/10919/44655.
Texte intégralA user friendly preprocessor was developed and documented for the plane and space frame and space truss structural analysis programs that are based on the matrix displacements method. This preprocessor is comprised of three programs. The main program in the preprocessor is to allow the user to create error free input data files. This program also allows modifications of existing input data files. The two other programs are the library manager and the graphics presentation. The library manager is used to manage the libraries of the element and material properties. The graphics presentation is used to display a plane structure on the graphics display. In Chapter 2, the development of a user friendly preprocessor is discussed. After a short review of the extension of the analysis program from plane frame to space frame in Chapter 3, the preprocessor and its supporting programs are described in detail in the user manual in Chapter 4. Possible extensions to the preprocessor are discussed in Chapter 5. The appendix contains examples of input data files for these structural analysis programs.
Master of Science
Parke, Gerard Andrew. « The behaviour of space trusses incorporating novel compression members ». Thesis, University of Surrey, 1988. http://epubs.surrey.ac.uk/934/.
Texte intégralHowells, Hugh Alan. « Collapse behaviour of space trusses with thin-walled members ». Thesis, University of Surrey, 1985. http://epubs.surrey.ac.uk/1038/.
Texte intégralYates, Keith William. « Optimization of slender space trusses utilizing a continuum model ». Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-11242009-020159/.
Texte intégralAndberg, Brent K. « Modal testing and analysis of the NPS Space Truss ». Thesis, Monterey, California. Naval Postgraduate School, 1997. http://hdl.handle.net/10945/8683.
Texte intégralThis thesis deals with modal testing and analysis of the Naval Postgraduate School (NPS) Space Truss. A finite element model (FEM) was developed for the truss using a MATLB program called NRLFEMI (developed at the Nava1 Research Laboratory). Analytical predictions of the natural frequencies for this 3.76 meter by 0.35 meter precision structure were calculated using the NRLFEMI code. These calculated natural frequencies were then compared to experimental data collected during modal testing of the truss in the NPS dynamics and Control Laboratory. Through analysis, the predicted results of the measurements (from the FEM) were satisfactorily correlated to the experimentally obtained results, validating the FEM program. Additionally, a technology demonstration of Fiber Bragg Grating Sensors (FBGSs) was performed. These laser etched, fiber optic sensors are ideally suited for real time evaluation of load, strain, vibration, and other health monitoring functions of structures
Livres sur le sujet "Space trusse"
P, Funk Gregory, Dohogne Caroline A et United States. National Aeronautics and Space Administration., dir. Structural design feasibility study of space station long spacer truss. [Washington, DC : National Aeronautics and Space Administration, 1994.
Trouver le texte intégralW, Smith Suzanne, Javeed Mehzad et Langley Research Center, dir. Experiments for locating damaged truss members in a truss structure. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1991.
Trouver le texte intégralM, Mikulas Martin, et United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch., dir. Deployable controllable geometry truss beam. [Washington, DC] : National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1985.
Trouver le texte intégralS, Pappa Richard, et Langley Research Center, dir. Modal identification of a deployable space truss. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1990.
Trouver le texte intégralM, Mikulas Martin, et Langley Research Center, dir. Space station truss structures and construction considerations. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1985.
Trouver le texte intégralSchenk, Axel. Modal identification of a deployable space truss. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1990.
Trouver le texte intégralGendy, Atef S. Preliminary analysis and design optimization of the short spacer truss of Space Station Freedom. Cleveland, Ohio : Lewis Research Center, 1993.
Trouver le texte intégralS, Gendy A., et United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., dir. Preliminary analysis and design optimization of the short spacer truss of Space Station Freedom. [Washington, DC] : National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1993.
Trouver le texte intégralSutter, Thomas R. A comparison of two trusses for the space station structure. Hampton, Va : Langley Research Center, 1988.
Trouver le texte intégralRichard, Beacham, et United States. National Aeronautics and Space Administration., dir. Tubular space truss structure for SKITTER II robot. Atlanta, Ga : George W. Woodruff of Mechanical Engineering, Georgia Institute of Technology, 1988.
Trouver le texte intégralChapitres de livres sur le sujet "Space trusse"
Paz, Mario, et William Leigh. « Space Trusses ». Dans Integrated Matrix Analysis of Structures, 221–38. Boston, MA : Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1611-8_7.
Texte intégralPodder, Debabrata, et Santanu Chatterjee. « Plane Trusses and Space Trusses ». Dans Introduction to Structural Analysis, 85–120. Boca Raton : CRC Press, 2021. http://dx.doi.org/10.1201/9781003081227-9.
Texte intégralRoss, C. T. F. « Vibrations of Space Trusses ». Dans Finite Element Programs for Structural Vibrations, 69–75. London : Springer London, 1991. http://dx.doi.org/10.1007/978-1-4471-1886-2_7.
Texte intégralFerreira, Antonio J. M., et Nicholas Fantuzzi. « Trusses in 2D Space ». Dans MATLAB Codes for Finite Element Analysis, 57–75. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47952-7_4.
Texte intégralFerreira, Antonio J. M., et Nicholas Fantuzzi. « Trusses in 3D Space ». Dans MATLAB Codes for Finite Element Analysis, 77–88. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47952-7_5.
Texte intégralRusakov, A. I. « Space Statically Determinate Trusses ». Dans Fundamentals of Structural Mechanics, Dynamics, and Stability, 111–24. First edition. | Boca Raton : CRC Press, 2021. : CRC Press, 2020. http://dx.doi.org/10.1201/9780429155291-15.
Texte intégralKattan, Peter I. « The Space Truss Element ». Dans MATLAB Guide to Finite Elements, 91–107. Berlin, Heidelberg : Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-70698-4_6.
Texte intégralKattan, Peter I. « The Space Truss Element ». Dans MATLAB Guide to Finite Elements, 89–105. Berlin, Heidelberg : Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-662-05209-9_6.
Texte intégralMustapha, Khameel Bayo. « Plane and Space Truss Elements ». Dans Finite Element Computations in Mechanics with R, 77–122. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, 2018. | “A CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T&F Informa plc.” : CRC Press, 2018. http://dx.doi.org/10.1201/b22398-5.
Texte intégralHartisch, Michael, Christian Reintjes, Tobias Marx et Ulf Lorenz. « Robust Topology Optimization of Truss-Like Space Structures ». Dans Lecture Notes in Mechanical Engineering, 296–306. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77256-7_23.
Texte intégralActes de conférences sur le sujet "Space trusse"
Bossens, Frédéric, et André Preumont. « Experiments of Active Tendon Control of Space Trusses ». Dans ASME 1999 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/detc99/movic-8437.
Texte intégralde Castro, Carlos Henrique L., Paulo B. Gonçalves et Diego Orlando. « Nonlinear Vibrations and Instability of Shallow Pyramidal Trusses ». Dans ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-46039.
Texte intégralSoper, R. Randall, Charles F. Reinholtz, Stephen L. Canfield et Robert L. Williams. « Contention-Free Control of Over-Constrained Variable Geometry Trusses ». Dans ASME 1999 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/detc99/dac-8668.
Texte intégralMahadevan, Sankaran, et Prakash Raghothamachar. « Reliability Analysis of Space Trusses ». Dans Seventh International Conference and Exposition on Engineering, Construction, Operations, and Business in Space. Reston, VA : American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40479(204)42.
Texte intégralJacobson, Mindy, Wayne Chen, Benjamin Rodini, Yury Flom et Alan Posey. « Space Based Truss Design for Demise Using Graphite Epoxy and Metal Matrix Composites ». Dans Space 2005. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2005. http://dx.doi.org/10.2514/6.2005-6804.
Texte intégralRIEL, F., et L. MORATA. « Space Station Freedom pre-integrated truss configuration ». Dans Space Programs and Technologies Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-1308.
Texte intégralMurphey, Thomas W., Daniel J. Hunt et Timothy Hunt. « Tubular Truss In Space Manufacturing ». Dans ASCEND 2021. Reston, Virginia : American Institute of Aeronautics and Astronautics, 2021. http://dx.doi.org/10.2514/6.2021-4166.
Texte intégralMikulas, Martin M. « Truss Performance and Packaging Metrics ». Dans SPACE TECH.& APPLIC.INT.FORUM-STAIF 2006 : 10th Conf Thermophys Applic Microgravity ; 23rd Symp Space Nucl Pwr & Propulsion ; 4th Conf Human/Robotic Tech & Nat'l Vision for Space Explor. ; 4th Symp Space Coloniz. ; 3rd Symp on New Frontiers & Future Concepts. AIP, 2006. http://dx.doi.org/10.1063/1.2169281.
Texte intégralJenett, Benjamin, Daniel Cellucci et Kenneth Cheung. « SpRoUTS (Space Robot Universal Truss System) : Reversible Robotic Assembly of Deployable Truss Structures of Reconfigurable Length ». Dans AIAA SPACE 2015 Conference and Exposition. Reston, Virginia : American Institute of Aeronautics and Astronautics, 2015. http://dx.doi.org/10.2514/6.2015-4539.
Texte intégralRakshit, Sourav, et G. K. Ananthasuresh. « Simultaneous Geometry Optimization and Material Selection for Truss Structures ». Dans ASME 2006 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/detc2006-99349.
Texte intégralRapports d'organisations sur le sujet "Space trusse"
Swanson, Andrew D., Wayne Yuen et John R. Mackaman. Space Truss Zero Gravity Dynamics. Fort Belvoir, VA : Defense Technical Information Center, mars 1993. http://dx.doi.org/10.21236/ada266130.
Texte intégralSOLOVYANENKO, N. I. CROSS-BORDER BUSINESS OPERATIONS IN DIGITAL ECOSYSTEMS OF THE EAEU : LEGAL ISSUES. DOI CODE, 2021. http://dx.doi.org/10.18411/0131-5226-2021-70003.
Texte intégralClausen, Jay, D. Moore, L. Cain et K. Malinowski. VI preferential pathways : rule or exception. Engineer Research and Development Center (U.S.), juillet 2021. http://dx.doi.org/10.21079/11681/41305.
Texte intégralZucker, Lynne, et Michael Darby. Social Construction of Trust to Protect Ideas and Data in Space Science and Geophysics. Cambridge, MA : National Bureau of Economic Research, décembre 1995. http://dx.doi.org/10.3386/w5373.
Texte intégralMaydykovskiy, Igor, et Petra Užpelkis. The Concept of space-time quanta in future technologies. Intellectual Archive, décembre 2020. http://dx.doi.org/10.32370/iaj.2464.
Texte intégralAbed, Dana, Rihab Sawaya et Nadim Tabbal. Analyzing Voter Turnout in Lebanon : Political Change in Times of Crisis. Oxfam, avril 2022. http://dx.doi.org/10.21201/2022.8823.
Texte intégralSouthwell, Brian, Angelique (Angel) Hedberg, Christopher Krebs et Stephanie Zevitas, dir. Building and Maintaining Trust in Science : Paths Forward for Innovations by Nonprofits and Funding Organizations. RTI Press, septembre 2019. http://dx.doi.org/10.3768/rtipress.2019.cp.0010.1909.
Texte intégralHammond, Kay, et Catherine Powell. Entry-level tertiary student perceptions of challenges when using a wiki : Trust and peer teaching. Unitec ePress, septembre 2017. http://dx.doi.org/10.34074/ocds.12017.
Texte intégralIhsan, Yilmaz, et Raja Ali M. Saleem. The nexus of religious populism and digital authoritarianism in Pakistan. European Center for Populism Studies (ECPS), décembre 2022. http://dx.doi.org/10.55271/pp0016.
Texte intégralClausen, Jay, D. Moore, K. Miller et L. Haines-Ecklund. VI preferential pathways of a large government building. Engineer Research and Development Center (U.S.), février 2022. http://dx.doi.org/10.21079/11681/43260.
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