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Artykuły w czasopismach na temat "Limit equilibrium"
Yu, H. S., R. Salgado, S. W. Sloan i J. M. Kim. "Limit Analysis versus Limit Equilibrium for Slope Stability". Journal of Geotechnical and Geoenvironmental Engineering 124, nr 1 (styczeń 1998): 1–11. http://dx.doi.org/10.1061/(asce)1090-0241(1998)124:1(1).
Pełny tekst źródłaLeshchinsky, Dov, H. S. Yu, R. Salgado, S. W. Sloan i J. M. Kim. "Limit Analysis versus Limit Equilibrium for Slope Stability". Journal of Geotechnical and Geoenvironmental Engineering 125, nr 10 (październik 1999): 914–18. http://dx.doi.org/10.1061/(asce)1090-0241(1999)125:10(914).
Pełny tekst źródłaKrahn, John. "The 2001 R.M. Hardy Lecture: The limits of limit equilibrium analyses". Canadian Geotechnical Journal 40, nr 3 (1.06.2003): 643–60. http://dx.doi.org/10.1139/t03-024.
Pełny tekst źródłaMichel, Bernard. "Limit equilibrium of ice jams". Cold Regions Science and Technology 20, nr 2 (luty 1992): 107–17. http://dx.doi.org/10.1016/0165-232x(92)90011-i.
Pełny tekst źródłaChowdhury, Prabal Roy. "Limit-pricing as Bertrand equilibrium". Economic Theory 19, nr 4 (1.06.2002): 811–22. http://dx.doi.org/10.1007/s001990100171.
Pełny tekst źródłaMyerson, Roger B., i Philip J. Reny. "Perfect Conditional ε‐Equilibria of Multi‐Stage Games With Infinite Sets of Signals and Actions". Econometrica 88, nr 2 (2020): 495–531. http://dx.doi.org/10.3982/ecta13426.
Pełny tekst źródłaEnoki, Meiketsu, Norio Yagi, Ryuichi Yatabe i Elzaburo Ichimoto. "Relation of Limit Equilibrium Method to Limit Analysis Method". Soils and Foundations 31, nr 4 (grudzień 1991): 37–47. http://dx.doi.org/10.3208/sandf1972.31.4_37.
Pełny tekst źródłaHuang, Jicai, Xiaojing Xia, Xinan Zhang i Shigui Ruan. "Bifurcation of Codimension 3 in a Predator–Prey System of Leslie Type with Simplified Holling Type IV Functional Response". International Journal of Bifurcation and Chaos 26, nr 02 (luty 2016): 1650034. http://dx.doi.org/10.1142/s0218127416500346.
Pełny tekst źródłaFlorig, Michael, i Jorge Rivera. "Walrasian equilibrium as limit of competitive equilibria without divisible goods". Journal of Mathematical Economics 84 (październik 2019): 1–8. http://dx.doi.org/10.1016/j.jmateco.2019.05.001.
Pełny tekst źródłaRenault, Jérôme, i Bruno Ziliotto. "Limit Equilibrium Payoffs in Stochastic Games". Mathematics of Operations Research 45, nr 3 (sierpień 2020): 889–95. http://dx.doi.org/10.1287/moor.2019.1015.
Pełny tekst źródłaRozprawy doktorskie na temat "Limit equilibrium"
Liu, Ying, i 劉影. "Limit equilibrium methods for slope stability analysis". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B42576684.
Pełny tekst źródłaLiu, Ying. "Limit equilibrium methods for slope stability analysis". Click to view the E-thesis via HKUTO, 2002. http://sunzi.lib.hku.hk/hkuto/record/B42576684.
Pełny tekst źródłaGarrido, Sureda Nicolás Ignacio. "Dynamic equilibrium in multiple limit order markets: Overlapping". Tesis, Universidad de Chile, 2017. http://repositorio.uchile.cl/handle/2250/146671.
Pełny tekst źródłaDesarrollamos un modelo de equilibrio dinámico para el fenómeno de Overlapping , donde agentes neutros al riesgo transan un activo de forma continua en libros de órdenes reales mediante órdenes de tipo market y limit . Encontramos que los principales oferentes de órdenes limit se ven beneficiados tanto en la apertura como en el cierre del overlap . Antes del inicio, cargan el libro con órdenes limit lejos de los precios de bid y ask . Al cierre del overlap , obtienen los mejores términos transaccionales del día, alcanzando así su máximo bienestar. Por otro lado, los demandantes de órdenes tipo market tienen su bienestar mínimo durante los primeros minutos de overlap entre los libros de órdenes.
McCombie, Paul F. "Some developments of limit equilibrium analyses in geotechnical engineering". Thesis, University of Bath, 2008. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.501625.
Pełny tekst źródłaRiarte, Campillay Ítalo Tomás. "Dynamic equilibrium in multiple markets". Tesis, Universidad de Chile, 2016. http://repositorio.uchile.cl/handle/2250/138559.
Pełny tekst źródłaIngeniero Civil Industrial
Se presenta un modelo dinámico de múltiples mercados financieros, organizados como limit order markets, en el cual agentes endógenamente toman decisiones óptimas para maximizar el valor esperado de sus ganacias. Los agentes toman sus decisiones considerando incentivos propios, condiciones de mercado, potenciales decisiones de trading futuras y diferentes estrategias adoptadas por otros agentes. Para efectos de la presente investigación, se compara el escenario de un único mercado financiero ( single market ) con un escenario de dos mercados interconectados que compiten por el flujo de órdenes ( multi markets ). Los resultados indican que la posibilidad de transar en múltiples mercados, beneficia ampliamente a agentes sin valoración privada por el activo, ya que buscan oportunidades de transar en ambos mercados, mientras que perjudica el bienestar de agentes con motivación intrínseca para transar, dado que obtienen peores condiciones de negociación. Por otro lado, se observa una reducción en varias medidas de liquidez en multi markets, lo que sugiere la existencia de externalidades positivas asociadas a mercados consolidados.
Aryal, Krishna Prasad. "Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods". Doctoral thesis, Norwegian University of Science and Technology, Department of Civil and Transport Engineering, 2006. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-1868.
Pełny tekst źródłaThis thesis deals with slope stability evolutions carried out by commonly used limit equilibrium (LE) and finite element (FE) methods. The study utilizes two LE based software (SLOPE/W and SLIDE) and one FE based software (PLAXIS). The principal difference between these two analyses approaches is that the LE methods are based on the static of equilibrium whereas FE methods utilise the stress‐strain relationship or constitutive law.
To fulfil one of the aims of the study, the LE based methods are compared based on the factor of safety (FOS) obtained for various load combinations. The comparison is mainly based on simplified slope geometry and assumed input parameters. Among the LE methods, the Bishop simplified (BS), Janbu simplified (JS) and Janbu GPS methods are compared with the Morgenstern‐Price method (M-PM). The two latter methods satisfy both force and moment equilibriums. In addition, M-PM allows a variable interslice force function. These LE methods are well established for many years, and thus some of them are still commonly used in practice for stability analysis. Simplicity and relatively good results are the advantages of these methods.
The comparative study among the LE methods shows that BSM is as good as M-PM for normal condition in circular shear surface (SS) analysis. Similarly, JSM is as good as M‐PM for plane SS analysis. Moreover, the study shows that BSM is insensitive to interslice forces in circular SS analysis, whereas JSM is insensitive to interslice forces in plane SS analysis.This is true for the analyses without any external forces acting in slopes. With some external forces, both methods may be sensitive to the interslice force function, and thus the analyses may result in either higher or lower FOS compared with M-PM. Even if the M-PM assumes an interslice force function in analysis, the method is found suitable, because the method satisfies both force and moment equilibrium conditions. The comparison between Janbu’s GPS method and the M‐PM shows a very good agreement with nominal difference (<2%) in the FOS.
Moreover, the M-PM has been compared with results from the FE analyses. Compared with the FE (PLAXIS) analyses, the LE (M-PM) analyses may estimate 5 – 14% higher FOS, depending on the conditions of a dry slope and a fully saturated slope with hydrostatic pore pressure distributions. For fully saturated conditions in the slope, inaccurate computation of stresses in LE methods may have resulted in larger difference in the computed FOS.
Since, the FE software is based on stress-strain relationship, stress redistributions are surely better computed even for a complicated problem. This has been found one of the advantages in FE simulations. A parameter study shows that the application of a positive dilatancy angle in FE analysis can significantly improve the FOS (4 - 10%). On contrast, the shear surface optimization in LE (M-PM in SLOPE/W) analysis results in lower FOS, and thus minimizing the difference in FOS compared with FE analysis. Thus, the optimisation of the circular SS in LE analyses and application of dilatancy angle in FE analyses may provide very good agreement in FOS keeping the variations less than 5%.
Instability of natural and built-in slopes has been a serious geotechnical challenge, particularly in mountainous countries like Nepal, where a large number of water-induced disasters are experienced every year. Since the country lies in a relatively active earthquake zone, earthquake events may adversely affect the long-term stability of slopes along the highways, around hydropower installations and elsewhere. The selected case study from the Middle Marsyangdi Hydroelectric Project (MMHEP) in Nepal was carried out, focusing on both the groundwater and earthquake effects on long-term stability of slopes. In addition, the analyses were performed for pore pressure distributions by seepage analyses and pseudo-static and dynamic earthquake events imposed in the case slopes.
Another important contribution of this study has been the investigations of the shear strength parameters for the case study slopes. The investigation ranges from the basic index tests, which were carried out to characterize material properties and establish a basis for building-in the test specimens, to the most advanced triaxial tests. Additionally, both consolidated drained and undrained triaxial tests were conducted, aiming to find any differences in the strength parameters. A total of twenty-four triaxial tests from four different soil samples, taken from the case study slopes, were conducted to define the Mohr-Coulomb failure envelope, and thus obtained the effective shear strength parameters (c’, φ’) for stability evaluations. In addition, the coefficients of permeability were investigated as an important input for seepage analyses.
Two slopes, one located at the dam site and the other at the powerhouse of the MMHEP, were evaluated for long-term stability conditions. The study, carried out using the monitored groundwater table, reveals that the groundwater is the potential destabilizing factor in the slopes. Both hydrostatic pore pressure distributions with phreatic surface correction and seepage analysis were carried out in the stability analysis. The pore pressure distributions from the seepage analyses indicated critically stable slopes particularly at the toe areas. However, a significant improvement in the FOS was found with lowered groundwater table. Moreover, the study, carried out for the pseudo-static analysis with the selected earthquake acceleration coefficient, shows that otherwise stable slopes become critical in earthquake events. However, the case slopes were found to have higher FOS than the recommended minimum value for such conditions. The dynamic earthquake simulations indicate both positive excess pore pressure and suction developed during the earthquakes. The applied earthquake acceleration of 0.15g (35% of PGA, where PGA = 4.2 m/s2)) shows critical conditions in the slopes. Moreover, larger accumulated displacements were found close to the slope surface compared to the inner side of the slopes. In addition, the dynamic analyses further indicate plastic points all over the slopes and increased shear strains in a particular location.
Nevertheless, the difference in FOS found from the LE and FE analyses may have a little interest, if there is a large uncertainty in the input parameters. Therefore, priority should be given to investigate the shear strength parameters and precise mapping of the slope geometry before selecting an appropriate analysis method. Most preferably, a slope should be analyzed by FE methods, else otherwise by LE based M‐PM or GPS method with investigated input parameters.
Potgieter, Jean-Timothy. "Finite element versus limit equilibrium stability analyses for surface excavations". Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/63001.
Pełny tekst źródłaDissertation (MEng)--University of Pretoria, 2017.
Civil Engineering
MEng
Unrestricted
Soliday, Stanley Jr. "Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations". PDXScholar, 1991. https://pdxscholar.library.pdx.edu/open_access_etds/4428.
Pełny tekst źródłaWarren, Sean N. "Limit equilibrium stability analysis utilizing geotechnical data at Mount Baker, Washington /". abstract and full text PDF (UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1461537.
Pełny tekst źródła"December 2008." Includes bibliographical references (leaves 109-112). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2009]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web. Library also has electronic version on CD-ROM
Ho, Kenneth. "A No-Limit Omaha Hi-Lo Poker Jam/Fold Endgame Equilibrium". Thesis, Harvard University, 2015. http://nrs.harvard.edu/urn-3:HUL.InstRepos:24078344.
Pełny tekst źródłaKsiążki na temat "Limit equilibrium"
Florig, Michael. Walrasian equilibrium as limit of a competitive equilibrium without divisible goods. Santiago [Chile]: Departamento de Economía, Faculdad Economía y Negocios, Universidad de Chile, 2005.
Znajdź pełny tekst źródłaHuang, Yang H. Slope stability analysis by the limit equilibrium method. Reston, Virginia: ASCE Press, 2014.
Znajdź pełny tekst źródłaPeters, Michael. Limit equilibria for problems where sellers compete in mechanisms. Toronto: Dept. of Economics and Institute for Policy Analysis, University of Toronto, 1993.
Znajdź pełny tekst źródłaCodognato, Guilio. Cournot-nash equilibria in limit exchange economies with complete markets and consistent prices. London: University of London, Queen Mary and Westfield College, Department of Economics, 1997.
Znajdź pełny tekst źródłaCodognato, Giulio. Cournot-Nash equilibria in limit exchange economies with complete markets and consistent prices. London: London University,Queen Mary and Westfield College, Department of Economics, 1997.
Znajdź pełny tekst źródłaHyperbolic dynamics, fluctuations, and large deviations. Providence, Rhode Island: American Mathematical Society, 2015.
Znajdź pełny tekst źródłaO, Seppäläinen Timo, red. A course on large deviations with an introduction to Gibbs measures. Providence, Rhode Island: American Mathematical Society, 2015.
Znajdź pełny tekst źródłaBensoussan, Alain. Asymptotic analysis for periodic structures. Providence, R.I: American Mathematical Society, 2011.
Znajdź pełny tekst źródłaD'Aloia, Adriano. Neurofilmology of the Moving Image. NL Amsterdam: Amsterdam University Press, 2021. http://dx.doi.org/10.5117/9789463725255.
Pełny tekst źródła1975-, Sims Robert, i Ueltschi Daniel 1969-, red. Entropy and the quantum II: Arizona School of Analysis with Applications, March 15-19, 2010, University of Arizona. Providence, R.I: American Mathematical Society, 2011.
Znajdź pełny tekst źródłaCzęści książek na temat "Limit equilibrium"
Huang, Chuanzhi. "Limit Equilibrium Method". W Limit Analysis Theory of the Soil Mass and Its Application, 115–50. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_5.
Pełny tekst źródłaMillington, Peter. "The Thermodynamic Equilibrium Limit". W Thermal Quantum Field Theory and Perturbative Non-Equilibrium Dynamics, 129–40. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-01186-8_11.
Pełny tekst źródłaTowhata, Ikuo. "Pseudostatic Limit Equilibrium Analysis". W Springer Series in Geomechanics and Geoengineering, 120–28. Berlin, Heidelberg: Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-35783-4_7.
Pełny tekst źródłaScott, C. R. "Plasticity, limit analysis, and limiting equilibrium". W An Introduction to Soil Mechanics and Foundations, 177–210. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4899-7250-7_8.
Pełny tekst źródłaChen, Zuyu. "Extensions to the Limit Equilibrium and Limit Analysis in Geomechanics". W Springer Series in Geomechanics and Geoengineering, 300–306. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_67.
Pełny tekst źródłaKhlopin, Dmitry. "General Limit Value for Stationary Nash Equilibrium". W Mathematical Optimization Theory and Operations Research, 607–19. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22629-9_43.
Pełny tekst źródłaZhang, Ke. "Integrated Karst Cave Stochastic Model-Limit Equilibrium Method". W Failure Mechanism and Stability Analysis of Rock Slope, 113–41. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_6.
Pełny tekst źródłaHuang, Chuanzhi. "Virtual Work Equation-Based Generalized Limit Equilibrium Method". W Limit Analysis Theory of the Soil Mass and Its Application, 151–97. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_6.
Pełny tekst źródłaHuang, Chuanzhi. "Generalized Limit Equilibrium Method in Plane Failure Mode". W Limit Analysis Theory of the Soil Mass and Its Application, 199–247. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_7.
Pełny tekst źródłaLiu, Shiyi, i Longtan Shao. "Limit Equilibrium Conditions and Stability Analysis for Soils". W Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 92–100. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_10.
Pełny tekst źródłaStreszczenia konferencji na temat "Limit equilibrium"
Li, X. G., i W. N. Liu. "Study on Limit Earth Pressure by Variational Limit Equilibrium Method". W GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)41.
Pełny tekst źródłaLeshchinsky, Ben. "Comparison of Limit Equilibrium and Limit Analysis for Complex Slopes". W Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.129.
Pełny tekst źródłaGROSS, D. H. E. "ENSEMBLE PROBABILISTIC EQUILIBRIUM AND NON-EQUILIBRIUM THERMODYNAMICS WITHOUT THE THERMODYNAMICAL LIMIT". W Proceedings of the Conference. WORLD SCIENTIFIC, 2001. http://dx.doi.org/10.1142/9789812810809_0010.
Pełny tekst źródłaLu, Hai Hua, Murray Fredlund i Delwyn Fredlund. "Three-dimensional limit equilibrium analysis of open pits". W 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_35_fredlund.
Pełny tekst źródłaChing, Jianye, Kok-Kwang Phoon i Yu-Gang Hu. "Complexity of Limit Equilibrium Based Slope Reliability Problems". W GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)193.
Pełny tekst źródłaDubroca, Bruno, Georges Duffa i Bernard Leroy. "Heterogeneous Reactions on TPS Surfaces: General Derivation and Equilibrium Limit". W AIAA/CIRA 13th International Space Planes and Hypersonics Systems and Technologies Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2005. http://dx.doi.org/10.2514/6.2005-3374.
Pełny tekst źródłaLu, H. H., L. M. Xu, M. D. Fredlund i D. G. Fredlund. "Comparison Between 3D Limit Equilibrium and Shear Strength Reduction Methodologies". W Geo-Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.303.
Pełny tekst źródłaPark, Young Jin, Mohammed A. Gabr, Roy H. Borden, Kyung Jun Kim i Christopher A. Kreider. "Limit Equilibrium and Deformation Analyses of a Geogrid-Reinforced Embankment". W Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40909(228)17.
Pełny tekst źródłaA, ANWAR, i SULIMAN B. "Evaluation of Geosynthetic Reinforced Soil Wall Using Limit Equilibrium Analyses". W Fifth International Conference On Advances in Civil and Structural Engineering - CSE 2016. Institute of Research Engineers and Doctors, 2016. http://dx.doi.org/10.15224/978-1-63248-088-0-25.
Pełny tekst źródłaHuang, Qing-Xiang, Yan-Peng He, Zhong-Qing Shi i Jie Chen. "Research on the limit equilibrium circle theory of entry support". W Proceedings of the International Conference on Civil, Architecture and Environmental Engineering (ICCAE2016). CRC Press/Balkema P.O. Box 11320, 2301 EH Leiden, The Netherlands: CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315116242-32.
Pełny tekst źródłaRaporty organizacyjne na temat "Limit equilibrium"
Glynn, Peter W., i Donald L. Iglehart. Smoothed Limit Theorems for Equilibrium Processes. Fort Belvoir, VA: Defense Technical Information Center, czerwiec 1989. http://dx.doi.org/10.21236/ada212321.
Pełny tekst źródłaSoliday, Stanley. Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations. Portland State University Library, styczeń 2000. http://dx.doi.org/10.15760/etd.6306.
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