Littérature scientifique sur le sujet « CIRCULAR TUNNELS »
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Articles de revues sur le sujet "CIRCULAR TUNNELS"
Pham, Van Vi, Ngoc Anh Do et Daniel Dias. « Sub-Rectangular Tunnel Behavior under Seismic Loading ». Applied Sciences 11, no 21 (23 octobre 2021) : 9909. http://dx.doi.org/10.3390/app11219909.
Texte intégralYan, Li, et Jun Sheng Yang. « Displacements around Two Closely Adjacent Circular Openings ». Applied Mechanics and Materials 170-173 (mai 2012) : 1397–401. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1397.
Texte intégralPham, Vi Van, Anh Ngoc Do, Hung Trong Vo, Daniel Dias ., Thanh Chi Nguyen et Do Xuan Hoi. « Effect of soil Young’s modulus on Sub-rectangular tunnels behavior under quasi-static loadings ». Journal of Mining and Earth Sciences 63, no 3a (31 juillet 2022) : 10–21. http://dx.doi.org/10.46326/jmes.2022.63(3a).02.
Texte intégralDuan, Yawei, Mi Zhao, Jingqi Huang, Huifang Li et Xiuli Du. « Analytical Solution for Circular Tunnel under Obliquely Incident P Waves considering Different Contact Conditions ». Shock and Vibration 2021 (22 décembre 2021) : 1–23. http://dx.doi.org/10.1155/2021/1946184.
Texte intégralXu, Hua, Tianbin Li, Jingsong Xu et Yingjun Wang. « Dynamic Response of Underground Circular Lining Tunnels Subjected to Incident P Waves ». Mathematical Problems in Engineering 2014 (2014) : 1–11. http://dx.doi.org/10.1155/2014/297424.
Texte intégralJearsiripongkul, Thira, Suraparb Keawsawasvong, Chanachai Thongchom et Chayut Ngamkhanong. « Prediction of the Stability of Various Tunnel Shapes Based on Hoek–Brown Failure Criterion Using Artificial Neural Network (ANN) ». Sustainability 14, no 8 (11 avril 2022) : 4533. http://dx.doi.org/10.3390/su14084533.
Texte intégralCilingir, Ulas, et S. P. Gopal Madabhushi. « Effect of depth on seismic response of circular tunnels ». Canadian Geotechnical Journal 48, no 1 (janvier 2011) : 117–27. http://dx.doi.org/10.1139/t10-047.
Texte intégralDang, Van Kien, Ngoc Anh Do, Tai Tien Nguyen, Anh Duy Huynh Nguyen et Van Vi Pham. « An overview of research on metro tunnel lining in the sub-rectangular shape ». Journal of Mining and Earth Sciences 62, no 4 (31 août 2021) : 68–78. http://dx.doi.org/10.46326/jmes.2021.62(4).08.
Texte intégralLeong, Jik Chang, C. L. Chang, Y. C. Chen et L. W. Chen. « Smoke Propagation in an Inclined Semi-Circular Long Tunnel ». Advanced Materials Research 446-449 (janvier 2012) : 2143–48. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.2143.
Texte intégralGonzalez, F. J., P. K. Kaiser et M. S. Diederichs. « Energy Release Resulting from Sudden Excavation Shape Changes during Two-sided Strainbursts ». IOP Conference Series : Earth and Environmental Science 1124, no 1 (1 janvier 2023) : 012082. http://dx.doi.org/10.1088/1755-1315/1124/1/012082.
Texte intégralThèses sur le sujet "CIRCULAR TUNNELS"
Boncu, Altan. « Structural Fire Safety Of Standart Circular Railroad Tunnels Under Different Soil Conditions ». Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12609537/index.pdf.
Texte intégralBrito, Jaime Francisco. « Computer aided design of circular tunnels using analysis and knowledge-based rules ». Thesis, Massachusetts Institute of Technology, 1994. http://hdl.handle.net/1721.1/12103.
Texte intégralNoori, Behshad. « Application of dynamic vibration absorbers on double-deck circular railway tunnels to mitigate railway-induced ground-borne vibration ». Doctoral thesis, Universitat Politècnica de Catalunya, 2019. http://hdl.handle.net/10803/667305.
Texte intégralEn esta tesis se estudia la eficiencia de los absorbedores de vibraciones dinámicos (DVAs) como medidas de mitigación de las vibraciones inducidas por infraestructuras ferroviarias aplicados a túneles ferroviarios de dos niveles. Los principales desarrollos de la tesis son el acoplamiento de un conjunto de distribuciones longitudinales de DVAs a la losa intermedia de un modelo dinámico de túnel de dos niveles, el cálculo de la respuesta de este sistema acoplado debido al paso del tren y la obtención de los parámetros óptimos de los DVAs para minimizar esta respuesta. Para abordar la primer punto, se ha desarrollado una metodología con el fin de acoplar un conjunto de distribuciones longitudinales de DVAs a cualquier subsistema ferroviario en el contexto de modelos teóricos de la dinámica de infraestructura ferroviarias. Los parámetros óptimos de los DVAs han sido obtenidos mediante un proceso de optimización basado en un algoritmo genético. La eficiencia de los DVAs se evalúa mediante dos quantificadores de la respuesta dinámica del sistema, los cuales se utilizan como funciones objetivo a minimizar en el proceso de optimización: el flujo de energía total radiado hacia arriba desde el túnel y el valor máximo de vibración transitoria (MTVV) en el forjada de un edificio cercano al túnel. El modelo utilizado para calcular el primero es un modelo semi-analítico del sistema vehículo-vía-túnel-terreno que considera un modelo de terreno de espacio completo, y el que se utiliza para calcular el segundo es un modelo híbrido experimental-numérico del sistema vehículo-vía-túnel-terreno-edificio. En el modelo híbrido, se utiliza un modelo numérico del sistema vía-túnel basado en la formulación acoplada de elementos finitos-elementos de contorno acoplados, formulada en el dominio del número de onda y la frecuencia, junto con un modelo dinámico multicuerpo del vehículo con el objetivo de calcular la respuesta en la pared del túnel. Luego, la respuesta en el edificio se calcula utilizando funciones de transferencia obtenidas experimentalmente entre la pared del túnel y el edificio. Para calcular el MTVV, se utiliza la respuesta triaxial en el edificio. Una opción alternativa para evaluar el MTVV en un edificio es utilizar un modelo totalmente teórico del sistema vehículo-vía-túnel-terreno-edificio. En el contexto de esta estrategia de modelado, también se presenta un método computacionalmente eficiente para calcular las funciones de Green de un terreno en capas en el dominio 2.5D. Los resultados muestran que los DVAs pueden ser una medida de mitigación efectiva para las vibraciones inducidas por infraestructuras ferroviarias en el marco de un túnel ferroviario de dos niveles, ya que en las simulaciones presentadas en esta tesis se alcanzan reducciones de hasta 6.6 dB en el flujo de energía total radiado y hasta 3.3 dB en la vibración dentro de un edificio cercano.
Christopoulos, George P. « Oscillating-flow wind tunnel studies for a circulation control circular cylinder ». Thesis, Monterey, California. Naval Postgraduate School, 1991. http://hdl.handle.net/10945/28435.
Texte intégralMiranda, Sergio. « Active Control of Separated Flow over a Circular-Arc Airfoil ». Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/34411.
Texte intégralMaster of Science
Clot, Razquin Arnau. « A dynamical model of a double-deck circular tunnel embedded in a full-space ». Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/145255.
Texte intégralZagadou, Franck. « Numerical analysis of acoustic scattering by a thin circular disk, with application to train-tunnel interaction noise ». Thesis, Boston University, 2002. https://hdl.handle.net/2144/42324.
Texte intégralBesse, Michaël. « Etude d'un demi-métal : Sr2FeMoO6, caractérisation du matériau massif et croissance de couches minces ». Paris 11, 2002. http://www.theses.fr/2002PA112190.
Texte intégralFor magnetoresistance of magnetic tunnel junctions (TMR), the bigger is the spin polarization of the electrodes, the more important is the magnetoresistance. Use of ferromagnetic half metals should give infinite TMR. Double perovskite Sr2FeMO6 (SFMO) is a ferromagnetic half metal having a Curie temperature of 415K far higher than room temperature. The study we made on this material is in, two parts. First, we measured by magnetic dichroism the iron and molybdenum spin moments and we made obvious their antiparallel configuration and the mixed valence of iron in this compound. These results agree the existing structure band calculations. In the same time, we elaborated thin films of this material by pulsed laser deposition. By an advanced structural and magnetic characterization, we brought to the fore the existence of iron rich parasitic phases which were developing in the early stage of the high temperature growth. In order to avoid their apparition, we developed a three steps method. Films obtained in this way are presenting a low roughness and a surface magnetization close to the bulk material. Tunnel junctions SFMO/SrTiO3/Co have also been elaborated. These junctions present non-linear current-voltage curves which are characteristics of tunnel effect. First results on junctions are promising and studies on it are going on
Fisher, David T. « Wind tunnel performance comparative test results of a circular cylinder and 50% ellipse tailboom for circulation control antitorque applications ». Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 1994. http://handle.dtic.mil/100.2/ADA283335.
Texte intégralMesrobian, Chris Eden. « Concept Study of a High-Speed, Vertical Take-Off and Landing Aircraft ». Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/35574.
Texte intégralTo assess the DiscRotor during hover, small scale tests were conducted on a 3ft diameter rotor without the presence of a fuselage. A â hover rigâ was constructed capable of rotating the model rotor at speeds up to 3,500 RPM to reach tip speeds of 500fps. Thrust and torque generated by the rotating model were measured via a two-component load cell, and time averaged values were obtained for various speeds and pitch angles. It has been shown that the DiscRotor will perform well in hover. Ground Effects in hover were examined by simulating the ground with a movable, solid wall. The thrust was found to increase by 50% compared to the ground-independent case. Pressure distributions were measured on the ground and disc surfaces. Velocity measurements examined the flow field downstream of the rotor by traversing a seven hole velocity probe. A wake behind the rotor was shown to contract due to a low pressure region that develops downstream of the disc.
Wind tunnel experimentation was also performed to examine the fixed wing flight of the DiscRotor. These experiments were performed in the VA Tech 6â X6â Stability Tunnel. A model of the fuselage and a circular wing was fabricated based upon an initial sizing study completed by our partners at Boeing. Forces were directly measured via a six degree of freedom load cell, or balance, for free stream velocities up to 200fps. Reynolds numbers of 2 and 0.5 million have been investigated for multiple angles of attack. Low lift-to-drag ratios were found placing high power requirements for the DiscRotor during fixed-wing flight. By traversing a seven-hole velocity probe, velocities in a 2-D grid perpendicular to the flow were measured on the model. The strengths of shed vortices from the model were calculated. A method to improve fixed-wing performance was considered where two blades were extended from the disc. An increase of 0.17 in the CL was measured due to the interaction between the disc and blades.
This research utilized a wide range of experiments, with the aim of generating basic aerodynamic characteristics of the DiscRotor. A substantial amount of quantitative data was collected that could not be included in this document. Results aided in the initial designs of this aircraft for the purpose of evaluating the merit of the DiscRotor concept.
Master of Science
Livres sur le sujet "CIRCULAR TUNNELS"
Christopoulos, George P. Oscillating-flow wind tunnel studies for a circulation control circular cylinder. Monterey, Calif : Naval Postgraduate School, 1991.
Trouver le texte intégralM, Ware George, MacConochie Ian O et Langley Research Center, dir. Subsonic aerodynamic characteristics of a circular body earth-to-orbit vehicle. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1996.
Trouver le texte intégralFox, T. A. On the use of end plates with circular cylinders in wind tunnel studies. St.Lucia : University of Queensland, Dept. of Civil Engineering, 1990.
Trouver le texte intégralBurley, James R. Static investigation of circular-to-rectangular transition ducts for high-aspect-ratio nonaxisymmetric nozzles. [Washington, D.C.] : National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1986.
Trouver le texte intégralChapitres de livres sur le sujet "CIRCULAR TUNNELS"
Madalina, Ciotlaus, Marusceac Vladimir et Alexandra D. Danciu. « Impact of Soil Type Transition on Circular Tunnels Behavior ». Dans The 16th International Conference Interdisciplinarity in Engineering, 57–67. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-22375-4_5.
Texte intégralSinha, Shipra, Swapnil Mishra, K. S. Rao et T. Chakraborty. « Analysis of Twin Circular Tunnels Subjected to Impact Loads ». Dans Lecture Notes in Civil Engineering, 683–94. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6466-0_63.
Texte intégralde Silva, F., S. Fabozzi, N. Nikitas, E. Bilotta et R. Fuentes. « Site Specific Seismic Performance of Circular Tunnels in Dry Sand ». Dans Lecture Notes in Civil Engineering, 537–44. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-21359-6_57.
Texte intégralWang, Hua Ning, Guang Shang Zeng et Ming Jing Jiang. « Analytical Prediction of Stresses Around Non-circular Tunnels Excavated at Shallow Depth ». Dans Proceedings of GeoShanghai 2018 International Conference : Rock Mechanics and Rock Engineering, 39–47. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0113-1_5.
Texte intégralHuo, Hongbin, Lizhen Zhou, Yaqing Wang et Tao Zhang. « A Method for Predicting Seismic Stress and Deformation of Circular Tunnels Based on BP Artificial Neural Network ». Dans Challenges and Innovations in Geomechanics, 369–76. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64518-2_44.
Texte intégralThouvenin, G., et A. Giraud. « Thermoporoelastic Analysis of a Deep Circular Tunnel ». Dans Application of Numerical Methods to Geotechnical Problems, 583–92. Vienna : Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_56.
Texte intégralKretzschmar, Linn. « Leveraging the Economic Potential of FCC’s Technologies and Processes ». Dans The Economics of Big Science, 85–91. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-52391-6_12.
Texte intégralAl-Mirza, Hayder A., et Mahdi O. Karkush. « Numerical Modeling of Circular Tunnel Alignment Under Seismic Loading ». Dans Geotechnical Engineering and Sustainable Construction, 15–27. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-6277-5_2.
Texte intégralZafeiropoulos, A., et P. Nomikos. « Numerical simulation of circular tunnel intersections in anisotropic rock mass ». Dans Expanding Underground - Knowledge and Passion to Make a Positive Impact on the World, 2363–70. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003348030-284.
Texte intégralYu, Jian-qiang, Qi Li, Yong-lu Wang et Shuai Tao. « Numerical Simulation of Rockburst Characteristics of Tunnel Surrounding Rock Under Dilatancy Effect ». Dans Advances in Frontier Research on Engineering Structures, 163–73. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_15.
Texte intégralActes de conférences sur le sujet "CIRCULAR TUNNELS"
Dudley, D. G. « Propagation in circular tunnels : ring source excitation ». Dans IEEE Antennas and Propagation Society Symposium, 2004. IEEE, 2004. http://dx.doi.org/10.1109/aps.2004.1332006.
Texte intégralYang, Xuexia, et Yimin Lu. « Propagation Characteristics of Millimeter Wave in Circular Tunnels ». Dans 2006 7th International Symposium on Antennas, Propagation & EM Theory. IEEE, 2006. http://dx.doi.org/10.1109/isape.2006.353508.
Texte intégralMollon, Guilhem, Daniel Dias et Abdul-Hamid Soubra. « Probabilistic Analysis of the Face Stability of Circular Tunnels ». Dans International Foundation Congress and Equipment Expo 2009. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41022(336)45.
Texte intégralDeling Wang et Richard J. Bathurst. « Research on shock mitigation on circular tunnels using expanded polystyrene ». Dans 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775176.
Texte intégralBilotta, E., R. M. S. Maiorano, A. Viglione et S. Aversa. « THREE-DIMENSIONAL NUMERICAL MODELLING OF CIRCULAR TUNNELS UNDER SEISMIC ACTIONS ». Dans 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3581.1654.
Texte intégralMahmoud, S. F. « Guided mode propagation in tunnels with non-circular cross section ». Dans 2008 IEEE Antennas and Propagation Society International Symposium and USNC/URSI National Radio Science Meeting. IEEE, 2008. http://dx.doi.org/10.1109/aps.2008.4619721.
Texte intégralDias, Daniel, Jean-Pierre Janin, Abdul-Hamid Soubra et Richard Kastner. « Three-Dimensional Face Stability Analysis of Circular Tunnels by Numerical Simulations ». Dans GeoCongress 2008. Reston, VA : American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40972(311)111.
Texte intégralSoubra, Abdul-Hamid, Daniel Dias, Fabrice Emeriault et Richard Kastner. « Three-Dimensional Face Stability Analysis of Circular Tunnels by a Kinematical Approach ». Dans GeoCongress 2008. Reston, VA : American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40972(311)112.
Texte intégralZHANG, JINFENG, et MING ZHAO. « A Method to Monitor the Circular Deformation of Metro Shield Tunnels in Soft Soils ». Dans Structural Health Monitoring 2017. Lancaster, PA : DEStech Publications, Inc., 2017. http://dx.doi.org/10.12783/shm2017/13991.
Texte intégralWei, Hui, Guoxin Zheng et Minghua Jia. « The Measurements and Simulations of Millimeter Wave Propagation at 38ghz in Circular Subway Tunnels ». Dans 2008 China-Japan Joint Microwave Conference (CJMW 2008). IEEE, 2008. http://dx.doi.org/10.1109/cjmw.2008.4772373.
Texte intégralRapports d'organisations sur le sujet "CIRCULAR TUNNELS"
Kandalaft-Ladkany, N. Design management and stress analysis of a circular rock tunnel for storage of spent nuclear fuel. Office of Scientific and Technical Information (OSTI), juin 1992. http://dx.doi.org/10.2172/10146824.
Texte intégralKandalaft-Ladkany, N. Design management and stress analysis of a circular rock tunnel for storage of spent nuclear fuel. Office of Scientific and Technical Information (OSTI), janvier 1992. http://dx.doi.org/10.2172/5353754.
Texte intégralLAZEMI, H. A., M. FATEHI MARJI et M. ZAREI MAHMOUDABADI. Effect of Axial in Situ Stress on the Elasto-Plastic Analysis of Circular Tunnel in a Generalized Hoek-Brown Rock. Cogeo@oeaw-giscience, septembre 2011. http://dx.doi.org/10.5242/iamg.2011.0263.
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