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Artykuły w czasopismach na temat "Structureal Stability"

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Dr., R. Saravanan* M. Karuppasamy. "INVESTIGATION ON STRUCTURAL STABILITY OF CMSX-4 AND RENE 77 MADE SHOWERHEAD COOLING DESIGNED GAS TURBINE GUIDE VANES." Global Journal of Engineering Science and Research Management 4, no. 5 (2017): 145–50. https://doi.org/10.5281/zenodo.801263.

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The efficiency and power output of a thermal device is directly proportional to its inlet temperature. Operating at elevated temperature affects the structural stability of its components under load. The gas turbine is a thermal device in which components like fixed and moving blades experience dynamic loading. Apart from elevated temperature, the design of cooling passages, materials which made up of also influential in their structural stability of the blades. In this research the guide vane (Fixed blade) with the showerhead type cooling of gas turbine is considered. The objective of the res
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Jaguljnjak Lazarević, Antonia, Mario Uroš, and Ana Čengija. "FUNDAMENTAL MODELS OF STRUCTURAL STABILITY." Rudarsko-geološko-naftni zbornik 32, no. 2 (2017): 37–46. http://dx.doi.org/10.17794/rgn.2017.2.5.

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Figueroa, Rodiak, German Lozada, José Langa, and Eder Aragao. "ESTABILIDAD ESTRUCTURAL TOPOLÓGICA SOBRE ESPACIOS PROYECTADOS." Selecciones Matemáticas 3, no. 1 (2016): 43–46. http://dx.doi.org/10.17268/sel.mat.2016.01.06.

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Cheng, Ting-Yi, and Hung-Cheng Lai. "Ownership structure, organization stability and biotechnology company performance." Investment Management and Financial Innovations 13, no. 2 (2016): 109–16. http://dx.doi.org/10.21511/imfi.13(2).2016.12.

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In this paper, the authors use the method of quantile regression to analyze the effect of different ownership structure and organization stability on the performance of biotechnology company. Data from the 2004 and 2015 Taiwan listed biotechnology companies are the research samples to find out the relationship of ownership structure, organization stability and corporate performance. The results show that the ownership structure and the organization stability have a positive effect on firm performance
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Kurzweil, Jaroslav, and Garyfalos Papaschinopoulos. "Structural stability of linear discrete systems via the exponential dichotomy." Czechoslovak Mathematical Journal 38, no. 2 (1988): 280–84. http://dx.doi.org/10.21136/cmj.1988.102223.

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Vereshchagin, Oleg S., Olga V. Frank-Kamenetskaya, Ira V. Rozhdestvenskaya, and Anatoly A. Zolotarev. "Incorporation of 3d elements in tourmalines: structural adjustments and stability." European Journal of Mineralogy 30, no. 5 (2018): 917–28. http://dx.doi.org/10.1127/ejm/2018/0030-2781.

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Van Gent, Marcel R. A., and Ivo Van der Werf. "STABILITY OF BREAKWATER ROUNDHEADS DURING CONSTRUCTION." Coastal Engineering Proceedings 1, no. 32 (2011): 33. http://dx.doi.org/10.9753/icce.v32.structures.33.

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The presented study focussed on issues related to the hydraulic stability during the construction of rubble mound breakwaters. During construction the temporary roundheads differ from the roundheads in the final stage. Often a submerged uncompleted part of the breakwater is present in front of the section that reached its final crest elevation. This can occur because often the breakwater is being constructed with maritime-based equipment up to a certain elevation while the upper part of the breakwater is being constructed with land-based equipment. Three-dimensional physical model tests were p
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Lykke Andersen, Thomas, Jentsje W. Van der Meer, Hans F. Burcharth, and Sigurdur Sigurdarson. "STABILITY OF HARDLY RESHAPING BERM BREAKWATERS." Coastal Engineering Proceedings 1, no. 33 (2012): 17. http://dx.doi.org/10.9753/icce.v33.structures.17.

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The present paper deals with stability of berm breakwaters designed to be hardly or sometimes partly reshaping. Burcharth (2008, 2011) showed by comparison to the performance of a prototype berm breakwater that the Van der Meer formulae for stability of conventional rock armour including low crests could predict the deformations of the front slope in terms of the eroded area. The present paper verifies the method by comparison to model test results. It is found that the Van der Meer formula for plunging waves predicts very well the eroded area of the reshaped profile, even if it is applied in
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Van Gent, Marcel, and Ivo Van der Werf. "TOE STABILITY OF RUBBLE MOUND BREAKWATERS." Coastal Engineering Proceedings 1, no. 34 (2014): 22. http://dx.doi.org/10.9753/icce.v34.structures.22.

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Yuksel, Yalcin, Zeynep Tugce Yuksel, Burak Aydogan, Esin Cevik, and Berken Kurtulus. "SEISMIC STABILITY OF CAISSON TYPE BREAKWATER." Coastal Engineering Proceedings, no. 35 (June 23, 2017): 8. http://dx.doi.org/10.9753/icce.v35.structures.8.

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In recent two decades, more and more marine structures, such as breakwater, bridge, oil platform and turbines are constructed on seabed in offshore area. The stability of these marine structures after construction under the environmental loading is the main concern for the coastal engineers involved in the design work. Generally, there are two types of environmental loading in offshore area. One of them is the ocean wave and the other is the possible earthquake. Ocean wave is the conventional loading for all marine structures. However, little attention and investigation has been paid for the s
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Rozprawy doktorskie na temat "Structureal Stability"

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Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.

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This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal structures are used widely in the construction industry. They include structural members and frames made from rolled and fabricated steel, cold-formed steel, stainless steel and aluminium. Common to these products is the desire to minimise the cross-sectional area to reduce weight and cost. Structural cross-sections are therefore thin-walled and prone to buckling, and an overriding consideration in the design of metal str
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ZHANG, Jingyao. "STRUCTURAL MORPHOLOGY AND STABILITY OF TENSEGRITY STRUCTURES." 京都大学 (Kyoto University), 2007. http://hdl.handle.net/2433/49132.

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学位授与大学:京都大学 ; 取得学位: 博士(工学) ; 学位授与年月日: 2007-09-25 ; 学位の種類: 新制・課程博士 ; 学位記番号: 工博第2856号 ; 請求記号: 新制/工/1420 ; 整理番号: 25541<br>Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(工学)<br>甲第13385号<br>工博第2856号<br>新制||工||1420(附属図書館)<br>25541<br>UT51-2007-Q786<br>京都大学大学院工学研究科建築学専攻<br>(主査)教授 加藤 直樹, 教授 上谷 宏二, 准教授 大﨑 純<br>学位規則第4条第1項該当
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Fernier, Alexandre. "Couplage multi-échelle pour l'intéraction fluide structure en dynamique rapide." Thesis, Université Paris-Saclay (ComUE), 2019. http://www.theses.fr/2019SACLY001/document.

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Dans l’industrie nucléaire, la simulation de transitoires accidentels à l’échelle d’un réacteur devient une composante d’importance croissante de la démonstration de sûreté à destination des agences de surveillance nationales. Elle permet ainsi de limiter le recours à des expériences complexes et coûteuses tout en facilitant l’évaluation des stratégies de mitigation. Cependant, les modèles mis en jeu sont inévitablement volumineux et construits avec une finesse de modélisation rendant difficile la prise en compte de détails géométriques locaux pourtant susceptibles d’influencer significativeme
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Raii, Mohamed. "Formulation, caractérisation et mise en œuvre des barrières perméables réactives à base de phosphate de calcium, utilisation pour la fixation de polluants." Phd thesis, Toulouse, INPT, 2012. http://oatao.univ-toulouse.fr/9123/1/raii.pdf.

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L'objectif principal de cette thèse est la formulation des mélanges stables contenant l'hydroxyapatite gel synthétisée (Ca-HAGel). Le comportement rhéologique des mélanges Eau/(sulfate de calcium) et hydroxyapatite/(sulfate de calcium) a été étudié. Les résultats ont montré que tout les mélanges sont caractérisés par un comportement rhéologique rhefluidifiant et thixotrope. Le potentiel zeta a été utilisé dans cette étude pour mieux appréhender les interactions entre les particules et leur effet sur le comportement des mélanges. La fixation de sulfate sur la surface de Ca- HA favorise la stabi
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El, Mendili Yassine. "Etude des propriétés structurales et magnétiques de nanoparticules de maghémite dispersées dans une matrice de silice." Phd thesis, Université du Maine, 2011. http://tel.archives-ouvertes.fr/tel-00604263.

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Les objectifs de ce travail de thèse concernent l'étude du comportement structurale et magnétique de poudres constituées de nanoparticules de maghémite (γ-Fe2O3) de taille et de morphologie contrôlées (4 ± 1 nm), obtenues par coprécipitation de sels métalliques puis dispersées avec différentes concentrations dans une matrice de silice par voie sol-gel. La première partie de nos travaux a consisté à étudier la stabilité structurale des nanoparticules par irradiation laser puis en fonction de la température de traitement afin de contrôler les transitions de phase maghémite γ-Fe2O3 vers l'hématit
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Lee, Seung-Yoon. "Geometrically exact modeling and nonlinear mechanics of highly flexible structures /." free to MU campus, to others for purchase, 2002. http://wwwlib.umi.com/cr/mo/fullcit?p3074421.

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Magyari-Köpe, Blanka. "Structural stability of solids from first principles theory." Doctoral thesis, KTH, Physics, 2002. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3366.

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Štěpánek, Roman. "Teplotní stabilita Mg-slitiny AZ91 připravené pomocí intenzivní plastické deformace." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2012. http://www.nusl.cz/ntk/nusl-230220.

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This thesis dealt with thermal stability of magnesium alloy AZ91 prepared by severe plastic deformation, which leeds to fine grained structure. This structure is characterised by its inherent instability and this thesis tries to find out the value of critical temperature and rate of this instability, which manifests as grain coarsening.
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Du, Pontavice Emmanuel. "Propulsion par cerf-volant : envol et pérégrinations." Thesis, Université Paris-Saclay (ComUE), 2016. http://www.theses.fr/2016SACLX015/document.

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Les cerf-volants existent depuis l'Antiquité, mais leur utilisation comme moyen de récupération de l'énergie éolienne est relativement récente. Pourtant, leur légèreté et leur capacité à aller chercher les vents forts et réguliers en altitude en font un dispositif compétitif pour produire de l'électricité ou pour tracter des navires commerciaux. En effet, un cerf-volant peut espérer produire plus de $10$ kW.m$^{-2}$. Cela implique qu'un cerf-volant de $1000$ m$^2$ pourrait apporter une assistance substantielle (typiquement $20$ $%$) à la propulsion des plus gros cargos actuels. Cette thèse s'i
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Sadowski, Adam Jan. "Modelling of failures in thin-walled metal silos under eccentric discharge." Thesis, University of Edinburgh, 2010. http://hdl.handle.net/1842/8760.

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Eccentric discharge of granular solids is widely considered one of the most serious design conditions for thin-walled metal silos, and one which has been the cause of very many silo disasters in the past. Yet the reasons for these consequences have not been very well understood, given the serious difficulties inherent in measuring or modelling flow patterns of granular solids, wall pressures and the associated structural response. To this end, this thesis presents a programme of theoretical and computational analyses which investigate the effects of a very wide range of different discharge flo
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Książki na temat "Structureal Stability"

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1932-, Fukumoto Yuhshi, ed. Structural stability design: Steel and composite structures. Pergamon, 1997.

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Miner, Michael A. Point Loma reballast stability study. Available from National Technical Information Service, 1997.

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Britvec, S. J. Stability and optimization of flexible space structures. Kirkhäuser Verlag, 1995.

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J, Rondal, and Comité international pour le développement et l'étude de la construction tubulaire., eds. Structural stability of hollow sections. Verlag TÜV Rheinland, 1992.

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L, Kollár, ed. Structural stability in engineering practice. Taylor and Francis, 1999.

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1937-, Samuelson Lars Åke, and Eggwertz S. 1919-, eds. Shell stability handbook. Elsevier Applied Science, 1992.

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Antonio, Grimaldi, ed. Theory of stability of continuous elastic structures. CRC, 1995.

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P, Zolésio J., ed. Stabilization of flexible structures: Third working conference, Montpellier, France, January 1989. Springer-Verlag, 1990.

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ComCon Workshop on Stabilization of Flexible Structures (1987 Montpellier, France). The proceedings of the ComCon Workshop on Stabilization of Flexible Structures: Montpellier, France, December 1987. Optimization Software, Publications Division, 1988.

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Wiggers, Sine Leergaard, and Pauli Pedersen. Structural Stability and Vibration. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72721-9.

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Części książek na temat "Structureal Stability"

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Zhang, Jing Yao, and Makoto Ohsaki. "Stability." In Tensegrity Structures. Springer Japan, 2015. http://dx.doi.org/10.1007/978-4-431-54813-3_4.

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Keable, Julian, and Rowland Keable. "Stability." In Rammed Earth Structures. Practical Action Publishing, 1996. http://dx.doi.org/10.3362/9781780440668.006.

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Schofield, Norman James. "Structural Stability." In Social Choice and Democracy. Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70596-0_6.

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Arnold, V. I. "Structural Stability." In Geometrical Methods in the Theory of Ordinary Differential Equations. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-662-11832-0_3.

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Hubbard, John H., and Beverly H. West. "Structural Stability." In Texts in Applied Mathematics. Springer New York, 1995. http://dx.doi.org/10.1007/978-1-4612-4192-8_4.

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La Mantia, Francesco. "Structural Stability." In Lecture Notes in Morphogenesis. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51324-5_112.

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Arnold, V. I. "Structural Stability." In Grundlehren der mathematischen Wissenschaften. Springer New York, 1988. http://dx.doi.org/10.1007/978-1-4612-1037-5_3.

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Doyle, James F. "Structural Stability." In Static and Dynamic Analysis of Structures. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3420-0_5.

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Devaney, Robert L. "Structural Stability." In An Introduction to Chaotic Dynamical Systems, 3rd ed. Chapman and Hall/CRC, 2021. http://dx.doi.org/10.1201/9780429280801-9.

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Ziaie, Saeed. "Stability." In Structural Design of Buildings: Holistic Design. Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/978-1-83549-560-520241003.

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Streszczenia konferencji na temat "Structureal Stability"

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REDING, J., and L. ERICSSON. "HAMMERHEAD AEROELASTIC STABILITY REVISITED." In 34th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1477.

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Riks, E., C. Rankin, E. Riks, and C. Rankin. "Computational tools for stability analysis." In 38th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1138.

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Simitses, George, Ala Tabiei, George Simitses, and Ala Tabiei. "Dynamic stability of shell structures." In 38th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1244.

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URAS, RASIM. "Dynamic stability of fluid-filled shells." In 30th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1207.

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Knight, Jr., Norman, James Starnes, Jr., Norman Knight, Jr., and James Starnes, Jr. "Developments in cylindrical shell stability analysis." In 38th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1076.

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DARBHAMULLA, S., Z. RAZZAQ, and O. STORAASLI. "Concurrent processing in nonlinear structural stability." In 27th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-979.

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Livshits, D., S. Yaniv, and M. Karpel. "Dynamic stability of free flight rockets." In 37th Structure, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1344.

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KOZIN, F. "Stability of flexible structures with random parameters." In 26th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1985. http://dx.doi.org/10.2514/6.1985-633.

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SMITH, JAMES. "General plate stability using high order techniques." In 33rd Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2283.

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OPPENHEIM, BOHDAN, and SHELDON RUBIN. "Advanced Pogo stability analysis for liquid rockets." In 33rd Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2454.

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Raporty organizacyjne na temat "Structureal Stability"

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Kaufman, George G., and Randall S. Kroszner. How Should Financial Institutions and Markets be Structured?: Analysis and Options for Financial System Design. Inter-American Development Bank, 1997. http://dx.doi.org/10.18235/0011592.

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This paper analyzes the consequences of alternative financial structures for financial efficiency and stability. The focus is on the organizational structure of banks. Alternative bank structures range from 'narrow banks' to broad 'universal banks.' Each banking structure is assessed in its ability to satisfy the objectives of efficiency and stability in the financial system stability, economies of scale and scope, competition, avoiding regulatory capture, conflicts of interest and political manipulation, corporate control and management of financial distress, and monetary control. No one refo
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Turner, Benjamin. Guidance for Factoring Deep Foundation Structural Resistance for Landslide Stabilization and Excavation Support. Deep Foundations Institute, 2023. http://dx.doi.org/10.37308/cpf-2017-land-1.

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Lateral support provided by deep foundations can be an effective means to stabilize existing and potential landslides, and deep foundations contribute to the stability of support-of-excavation systems. However, defining the structural resistance and implementing it in a slope stability analysis that satisfies LRFD requirements is a source of significant confusion and miscommunication among geotechnical and structural designers. This report explains the implications of applying (or not) structural resistance factors at various stages of the analysis. Furthermore, most commercial slope stability
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Walshire, Lucas, Benjamin Breland, Joseph Dunbar, and Maureen Corcoran. Old River Control Low Sill Structure : monitoring and performance. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49640.

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The Old River Low Sill Structure (ORLSS) is located approximately 25 mi south of Vidalia, LA, and is part of the Old River Control Complex. The structure is founded on steel piles and is a 566-foot-long concrete structure constructed in 1959. The structure resembles a dam with 11, 44-foot-wide gates to prevent migration of the Mississippi River’s current course to a hydraulically shorter course down the Atchafalaya River. A reanalysis was undertaken by the US Army Engineer Research and Development Center to investigate the current level of stability and the potential for adjusting the operatin
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Warren, Terry, Barry White, and Robert Ebeling. Corroded Anchor Structure Stability/Reliability (CAS_Stab-R) software for hydraulic structures. Information Technology Laboratory (U.S.), 2018. http://dx.doi.org/10.21079/11681/26273.

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Walshire, Lucas, Joseph Dunbar, and Benjamin Breland. Stability analysis of Old River Low Sill Structure. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45349.

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An updated stability analysis was performed on the Old River Low Sill Structure due to a change in the operating conditions from historic river sedimentation. Sedimentation of the Mississippi River channel since the 1973 spring flood has caused higher river stages at lower discharges. Numerical methods used included nonlinear analysis of pile group stability, seepage analyses, and limit equilibrium methods. The structure’s foundation was compromised during the 1973 flood, and emergency repairs were conducted to prevent scouring and undermining of the foundation by the flood scour. Rehabilitati
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Cormack, A. N. Structure, Stoichiometry and Stability in Magnetoplumbite and {beta}-Alumina Structured Type Ceramics. Final Report. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/825870.

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Jordan, C. E., R. K. Rasefske, and A. Castagna. Thermal stability of high temperature structural alloys. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/350935.

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Cheng, Yin, Jun Shen, Daoxin Wei, et al. Analysis of thermal insulation performance of foamed mixture soil for frozen soil foundation: a case study. International Permafrost Association, 2024. http://dx.doi.org/10.52381/icop2024.224.1.

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Streszczenie:
Frozen soil foundations are prone to frost heave and thawing under freeze-thaw cycles, which can cause substantial damage to road structures in permafrost areas. The performance of the thermal insulation of the foamed mixture soil subgrade of the S301 highway in Xinjiang was examined as a case study, and the temporal and spatial variation in temperature and strain of the foamed mixture soil subgrade analyzed and compared with those of the original gravel subgrade. The results show that (1) the thermal insulation performance of the foamed mixture soil subgrade is excellent, temperatures tend to
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Jain, H., and D. B. Williams. Stability of bulk metallic glass structure. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/811871.

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Blackmon, Jeffery C., Robert E. Tribble, Lee G. Sobotka, and Carlos Bertulani. Structure of Nuclei Far From Stability. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1235739.

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