Littérature scientifique sur le sujet « NON-LINEAR STATIC »
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Articles de revues sur le sujet "NON-LINEAR STATIC"
K. Naga Sri Lakshmi and S Naveen Kumar. « Linear and Non-Linear Static Analysis of Berthing Structure ». International Journal for Modern Trends in Science and Technology 06, no 09 (12 octobre 2020) : 13–18. http://dx.doi.org/10.46501/ijmtst060903.
Texte intégralIngle, Prashant G., et Vijaykumar P. Bhusare. « Performance Based Seismic Design of Reinforced Concrete Building By Non-Linear Static Analysis ». Journal of Advances and Scholarly Researches in Allied Education 15, no 2 (1 avril 2018) : 340–44. http://dx.doi.org/10.29070/15/56843.
Texte intégralVan Pelt, Tobin H., et Dennis S. Bernstein. « Non-linear system identification using Hammerstein and non-linear feedback models with piecewise linear static maps ». International Journal of Control 74, no 18 (janvier 2001) : 1807–23. http://dx.doi.org/10.1080/00207170110089798.
Texte intégralD, Santhosh, et N. Jayaramappa. « Non-Linear static analysis of RC frame structure ». IOSR Journal of Mechanical and Civil Engineering 11, no 2 (2014) : 78–89. http://dx.doi.org/10.9790/1684-11227889.
Texte intégralHe, Xiao Cong. « Comparisons of Linear and Nonlinear FEA of Adhesively Bonded Beams ». Advanced Materials Research 1088 (février 2015) : 763–68. http://dx.doi.org/10.4028/www.scientific.net/amr.1088.763.
Texte intégralKumar,, Sri M. Pavan, et Sateesh Konni. « Effect of Vertical Irregularities of RC Framed Structures by Using Non-Linear Static Analysis ». International Journal of Engineering Research 4, no 11 (1 novembre 2015) : 631–34. http://dx.doi.org/10.17950/ijer/v4s11/1111.
Texte intégralLee, Youngmyung, et Gyung-Jin Park. « Non-linear dynamic response structural optimization for frontal-impact and side-impact crash tests ». Proceedings of the Institution of Mechanical Engineers, Part D : Journal of Automobile Engineering 231, no 5 (18 juillet 2016) : 600–614. http://dx.doi.org/10.1177/0954407016658146.
Texte intégralKearns, C. F., et G. McConnell. « Interactive microcomputer programs for linear and non-linear static analysis of frameworks ». Advances in Engineering Software (1978) 8, no 4 (octobre 1986) : 190–93. http://dx.doi.org/10.1016/0141-1195(86)90058-6.
Texte intégralBhavani Chowdary, T., G. Pujitha et N. Srujana. « Non linear static analysis of stiffness irregular RC structures ». IOP Conference Series : Earth and Environmental Science 1086, no 1 (1 septembre 2022) : 012004. http://dx.doi.org/10.1088/1755-1315/1086/1/012004.
Texte intégralQiao, Hongdong, Weidong Ruan, Zhaohui Shang et Yong Bai. « Non-linear Static Analysis of Offshore Steep Wave Riser ». MATEC Web of Conferences 65 (2016) : 01009. http://dx.doi.org/10.1051/matecconf/20166501009.
Texte intégralThèses sur le sujet "NON-LINEAR STATIC"
von, Braun-Bates F. « Non-linear gravitational collapse in extended gravity theories ». Thesis, University of Oxford, 2017. http://ora.ox.ac.uk/objects/uuid:910fd25d-38e0-4bd4-84cf-bf5c196c8f99.
Texte intégralPuri, Amit Soodan. « Researching the non-linear geometrical effects caused by static flap-wise loading of a wind turbine blade ». Thesis, Imperial College London, 2010. http://hdl.handle.net/10044/1/5721.
Texte intégralSelli, Nicola. « Static and seismic analysis of a historic masonry building in San Pio delle Camere ». Master's thesis, Alma Mater Studiorum - Università di Bologna, 2022.
Trouver le texte intégralBakir, Serhan. « Evaluation Of Seismic Response Modification Factors For Steel Frames By Non-linear Analysis ». Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607827/index.pdf.
Texte intégralR&rdquo
factors are stated depending on the observed behavior.
Agrell, Fredrik. « Control of HCCI by aid of Variable Valve Timings with Specialization in Usage of a Non-Linear Quasi-Static Compensation ». Doctoral thesis, Stockholm : Department of Machine Design, Royal Institute of Technology, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4070.
Texte intégralPacitti, Arnaud. « Nonlinear modeling of elastic cables : experimental data-based tension identification via static inverse problem ». Thesis, Paris Est, 2016. http://www.theses.fr/2016PESC1142/document.
Texte intégralKnowledge of the tension in bridge cables is important not only to diagnostic the cable itself but also the construction it belongs to.The work presented in this thesis proposes to evaluate the tension of a geometrically exact cable using a static inverse method from a mixed variational formulation, by coupling simply and cheaply a universal cable model with usual sensors, such as displacement sensors and strain gauges. Contrarily to existing methods, a good knowledge of the cable's parameters, such as it length or weight per unit length, is not required.Combining a thorough study of various cable typologies encountered on bridges and the vast amounts of material available in the bibliography covering cables, lead to the modeling following the elastic theory of rods developed by the Cosserat brothers, François and Eugène, elaborating on their theory of rods with and without flexural stiffness.The experimental apparatus, designed and built in the course of this study, allowed to successfully validate the developed inverse method on a multilayered strand cable 21 m long and 22 mm in diameter at several tension levels. The universal aspect of the model introduced and its successful validation encourages its implementation to other cable typologies
Gurkan, Niyazi Ersan. « Non-linear Mathematical Modeling Of Gear Rotor Bearing Systems Including Bearing Clearance ». Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606798/index.pdf.
Texte intégralRKAN, Niyazi Ersan M.S. Department of Mechanical Engineering Supervisor: Prof. Dr. H. Nevzat Ö
ZGÜ
VEN November 2005, 130 pages In this study, a non-linear mathematical model of gear-rotor systems which consists of elastic shafts on elastic bearings with clearance and coupled by a non-linear gear mesh interface is developed. The mathematical model and the software (NLGRD 2.0) developed in a previous study is extended to include the non-linear effects due to bearing clearances by using non-linear bearing models. The model developed combines the versatility of using finite element method and the rigorous treatment of non-linear effect of backlash and bearing clearances on the dynamics of the system. The software uses the output of Load Distribution Program (LDP), which computes loaded static transmission error and mesh compliance for the contact points of a typical mesh cycle, as input. Although non-varying mesh compliance is assumed in the model, the excitation effect of time varying mesh stiffness is indirectly included through the loaded static transmission error, which is taken as a displacement input into the system. Previous computer program which was written in Fortran 77 is rewritten by using MatLAB 7.0 and named as NLGRD (Non-Linear Geared Rotor Dynamics) Version 3.0. The program is highly flexible and open to further developments. The program calculates dynamic to static load ratio, dynamic transmission error, forces and displacements at bearings. The mathematical model suggested and the code (NLGRD version 3.0) are validated by comparing the numerical results obtained from the model suggested with experimental data available in literature. The results are also compared with those of previously developed non-linear models. The effects of different system parameters such as bearing stiffness, bearing clearance and backlash on the gears are investigated. The emphasis is placed on the interaction of clearances in bearings with other system parameters.
Hammami, Maroua. « Comportement mécanique et vibratoire des composites stratifiés sains et endommagés par délaminage ». Thesis, Le Mans, 2016. http://www.theses.fr/2016LEMA1022/document.
Texte intégralThe aim of this work is to investigate the effects of delamination lengths on the static, fatigue, linear and nonlinear vibration behaviour of composite materials. An analytical model is first presented using laminated beams theory of bending behavior. A study was conducted in static and cyclic fatigue loading with various debonding lengths. Flexural modulus in static tests was determined using the composite plate theory. The effects of delamination lengths on the stiffness, hysteresis loops and damping were studied for various numbers of cycles during fatigue tests. Then, modeling of the damping of a composite with delaminaton was established considering finite element analysis which evaluated the different energies dissipated in the material directions. The effects of delamination variable lengths on natural frequencies and damping were studied numerically and compared with experimental results. Finally, the nonlinear vibration method was used to characterize the behaviour of composite beams with delamination. The nonlinear parameters corresponding to the elastic modulus and damping were determined for each frequency mode and each debonding length. The results showed that nonlinear parameters were much more sensitive to damage than linear parameters
Abate, Domenico. « Modelling and control of RFX-mod tokamak equilibria ». Doctoral thesis, Università degli studi di Padova, 2018. http://hdl.handle.net/11577/3421955.
Texte intégralLa presente tesi tratta la modellazione e il controllo di plasmi in equilibrio, a sezione non circolare e relativi all’esperimento RFX-mod operante come tokamak. L’obiettivo è di sviluppare un modello complessivo di RFX-mod (includendo plasmaconduttori- controllore) con finalità di controllo elettromagnetico del plasma. L’esperimento RFX-mod è stato descritto con modelli caratterizzati da un crescente livello di complessità, coinvolgendo sia dati teorici che sperimentali. Il codice CREATE-L è stato usato per lo sviluppo di modelli linearizzati di risposta di plasma, con ipotesi semplificative sulla rappresentazione delle strutture conduttrici (approssimazione assialsimmetrica). Questi modelli, grazie alla loro semplicità, sono stati utilizzati per la progettazione del sistema di controllo. Il codice CarMa0 è stato usato per sviluppare modelli analoghi ma con una rappresentazione tridimensionale delle strutture conduttrici; questi permettono di verificare l’accuratezza dei modelli semplificati e indagare l’importanza delle strutture tridimensionali sulla dinamica del sistema. Il codice CarMa0NL ha permesso la trattazione di fenomeni evolutivi nel tempo e nonlineari (e.g. disruzioni, transizioni limiter-divertor, transizioni L-H etc.). L’attività può essere suddivisa in due parti: la prima riguarda la modellizzazione di plasmi a basso β teorici, non ottenuti sperimentalmente, usati come riferimento per la progettazione e l’implementazione del sistema di controllo della forma e della posizione verticale del plasma; la seconda parte, è legata ai risultati delle campagne sperimentali sui plasmi a sezione non circolari in diversi regimi, dal basso β al modo H, con particolare attenzione allo sviluppo di un nuovo modello linearizzato di risposta di plasma per i nuovi regimi di equilibrio raggiunti. L’attività di ricerca è caratterizzata da molteplici problematiche e peculiarità sia in termini di modellazione che di controllo. La pronunciata non circolarità della forma di plasma e i diversi regimi coinvolti hanno influenzato fortemente l’attività di modellazione che ha richiesto, infatti, lo sviluppo di molteplici strumenti computazionali e di analisi dati. Per quanto concerne il controllo, la non completa osservabilità della dinamica del sistema e la necessità di ridurre l’ordine del modello sono solo alcuni degli aspetti che hanno determinato la progettazione del sistema di controllo di forma e di posizione verticale. La prima parte è basata su dati teorici generati dal codice di equilibrio MAXFEA e poi utilizzati per derivare il modello linearizzato attraverso il codice CREATE-L. In questo contesto, sono stati prodotti due modelli di riferimento per le configurazioni magnetiche relative a plasmi non circolari: il singolo nullo inferiore (LSN) e il singolo nullo superiore (USN). I modelli CREATE-L sono i più semplici in termini di complessità di modellazione, in quanto le strutture conduttive della macchina sono descritte nell’approssimazione assialsimmetrica. D’altro canto, le proprietà semplici ma affidabili del modello CREATE-L hanno portato alla progettazione del sistema di controllo di forma e posizione verticale del plasma di RFX-mod, che è stato in seguito testato e utilizzato con successo per aumentare le prestazioni del plasma. Successivamente, è stata condotta un’analisi sui possibili effetti 3D delle strutture conduttrici sulle due configurazioni di plasma di riferimento, producendo dunque modelli linearizzati caratterizzati da un sempre maggiore livello di complessità. Una dettagliata descrizione volumetrica (3D) delle strutture conduttrici di RFX-mod è stata eseguita e inclusa nei modelli linearizzati di plasma attraverso il codice CarMa0. Successivamente, è stato eseguito un confronto tra l’accuratezza di questo modello e quello precedente 2D. Le diverse ipotesi e approssimazioni dei vari modelli consentono una chiara identificazione dei fenomeni chiave che governano l’evoluzione dell’instabilità verticale n = 0 in scariche RFX-mod tokamak e quindi forniscono informazioni fondamentali nella pianificazione ed esecuzione di esperimenti correlati oltre che nella raffinazione del progetto del sistema di controllo. Infine, il modello di equilibrio evolutivo non lineare CarMa0NL, che comprende le strutture volumetriche 3D, è stato utilizzato per modellare gli effetti non lineari simulando una variazione di corrente lineare "fittizia". La seconda parte è costituita da un’attività di modellazione strettamente correlata ai risultati delle campagne sperimentali. In particolare, sono stati eseguiti nuovi modelli linearizzati per i plasmi sperimentali nella configurazione USN per tutti i regimi di plasma coinvolti, cioè dal basso β fino al modo H. È stata ideata e sviluppata una procedura iterativa per la produzione di modelli linearizzati di risposta di plasma estremamente accurati, al fine di riprodurre al meglio i dati sperimentali. I nuovi modelli hanno consentito ulteriori studi sulla stabilità verticale, inclusi gli effetti della parete 3D, nei tre diversi regimi studiati (basso β, β intermedio, modo H). I modelli linearizzati assialsimmetrici (CREATE-L) sono stati analizzati dal punto di vista della teoria dei controlli, rilevando caratteristiche peculiari in termini di funzione di trasferimento SISO associata al controllo della stabilità verticale e in termini di modello completo MIMO relativo al controllo di forma. Il modello MIMO è stato utilizzato per indagare le oscillazioni nella forma del plasma osservate sperimentalmente in alcune scariche a β intermedio. L’evoluzione temporale non lineare della scarica di plasma, per plasmi sperimentali a regimi a basso β, è stata effettuata usando il codice di equilibrio evolutivo CarMa0NL. Infine, è stata studiata l’instabilità verticale per i plasmi sperimentali in termini di un possibile rapporto tra i parametri del plasma e il suo verificarsi; a tal fine è stata eseguita la soluzione del problema inverso per la produzione di equilibri di plasma teorici di riferimento, prodotti come variazioni sui parametri dei plasmi osservati sperimentalmente, il che comporta una vasta gamma di metodi numerici descritti in dettaglio. Successivamente, è stato adottato un test di ipotesi statistica per confrontare i valori medi dei parametri di plasma, sia sperimentali che teorici, associati a due diversi comportamenti in termini di stabilità verticale.
Tran, Quang Thinh. « Modélisation de la dynamique non linéaire d'un train de tiges de forage immergé dans un puits de trajectoire 3D ». Thesis, Lyon, 2019. http://www.theses.fr/2019LYSEI082.
Texte intégralThis research work is a part of the Labcom DrilLab, a joint laboratory between the LaMCoS UMR 5259 - INSA Lyon and the SME DrillScan, in the framework of the ANR-SME program. DrilLab’s objective is to develop the nonlinear models to simulate the dynamic behavior of drillstring for the oil extraction and geothermal exploitation. Understanding and controlling the vibratory behavior of the rotating elements improves the rate of penetration and reduces the mean time between two failures. In this thesis, the drillstring is modeled with straight Timoshenko beam finite element accounting axial-flexion and torsion -flexion couplings, drillstring-well and fluid-structure interactions. The effect of the 3D trajectory of the well causing the initial pre-loaded state of the drillstring is considered by the path calculation: the drillstring in vertical initial position is forced to correspond to the borehole axis using the co-rotational formulation. The quasi-static equilibrium position of drillstring confined in the well under the actions of gravity, weight and torque on bit, pulsed fluid and contact reactions is obtained by the iterative method Newton-Raphson. Modal analysis, Campbell's diagram, and non-linear dynamic responses are investigated from this initial equilibrium position of the drillstring in the well. The developed fluid model is adapted to the 3D curve of the drillstring and considers the eccentric annular drillstring-well clearance. Dynamic responses under different excitation sources (unbalance, harmonic, asynchronous, transient, etc.) can be obtained by solving the system of non-linear dynamic equations using the Runge-Kutta numerical scheme of order 4 with an adaptive time step to significantly reduce the calculation time. In order to follow the dynamic behavior of the entire drillstring that can actually reach a few kilometers in length, the Craig-Bampton reduction technique is implemented. Thus, the dynamic simulation speed of the proposed model in this thesis is much improved. The developed modeling has been implemented in the developed computer code DrillSim - Drilling Simulation. Finally several well configurations are simulated for predicting their nonlinear statics and dynamics responses
Livres sur le sujet "NON-LINEAR STATIC"
Barghian, M. Non-linear static and dynamic analysis of bar element structures. Manchester : UMIST, 1996.
Trouver le texte intégralT, Chui P. P., dir. Non-linear static and cyclic analysis of steel frames with semi-rigid connections. Amsterdam : Elsevier, 2000.
Trouver le texte intégralGilbert, Abraham-Frois, dir. Non-linear dynamics and endogenous cycles. Berlin : Springer, 1998.
Trouver le texte intégralJ, Shaker Francis, Fertis Demeter G et Lewis Research Center, dir. Dynamic analysis of space-related linear and non-linear structures. Cleveland, Ohio : NASA Lewis Research Facility, 1990.
Trouver le texte intégralJ, Shaker Francis, Fertis Demeter G et Lewis Research Center, dir. Dynamic analysis of space-related linear and non-linear structures. Cleveland, Ohio : NASA Lewis Research Facility, 1990.
Trouver le texte intégralThe hunters and the hunted : A non-linear solution for reengineering the workplace. Portland, Or : Productivity Press, 1994.
Trouver le texte intégralChi-Wen, Lin, Gutierrez B, Liu T. H, Singh Mahendra P, American Society of Mechanical Engineers. Pressure Vessels and Piping Division. et Pressure Vessels and Piping Conference (1991 : San Diego, Calif.), dir. DOE facilities programs and systems interaction with linear and non-linear techniques : Presented at the 1991 Pressure Vessels and Piping Conference, San Diego, California, June 23-27, 1991. New York, N.Y : American Society of Mechanical Engineers, 1991.
Trouver le texte intégralMeskin, Vladimir, Oksana Gavril'chenko et Nina Trofimova. History of Russian literature : from the middle Ages to modernism (propaedeutic course). ru : INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1058837.
Texte intégralIntroduction to chaos and coherence. Bristol : Institute of Physics Publishing, 1992.
Trouver le texte intégralChan, Siu-Lai, et Pui-Tak Chui. Non-Linear Static and Cyclic Analysis of Steel Frames with Semi-Rigid Connections. Elsevier Science & Technology Books, 2000.
Trouver le texte intégralChapitres de livres sur le sujet "NON-LINEAR STATIC"
Kitsos, Christos P. « Static Design ». Dans Optimal Experimental Design for Non-Linear Models, 31–38. Berlin, Heidelberg : Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-45287-1_4.
Texte intégralMatringe, Nadir, Arnaldo Vieira Moura et Rachid Rebiha. « Generating Invariants for Non-linear Hybrid Systems by Linear Algebraic Methods ». Dans Static Analysis, 373–89. Berlin, Heidelberg : Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-15769-1_23.
Texte intégralBensalem, S., M. Bozga, J. C. Fernandez, L. Ghirvu et Y. Lakhnech. « A Transformational Approach for Generating Non-linear Invariants ». Dans Static Analysis, 58–72. Berlin, Heidelberg : Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-540-45099-3_4.
Texte intégralCherini, Renato, Lucas Rearte et Javier Blanco. « A Shape Analysis for Non-linear Data Structures ». Dans Static Analysis, 201–17. Berlin, Heidelberg : Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-15769-1_13.
Texte intégralSalman, A., et K. I. Praseeda. « Progressive Collapse Analysis of RC Buildings Using Linear Static and Non-linear Static Method ». Dans Lecture Notes in Civil Engineering, 461–69. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55115-5_44.
Texte intégralDamjanić, Frano B. « On Non-Linear Static and Dynamic Thin Shell Analysis ». Dans IUTAM Symposium on Discretization Methods in Structural Mechanics, 131–38. Dordrecht : Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4589-3_15.
Texte intégralBergami, A. V., A. Forte, D. Lavorato et C. Nuti. « Non Linear Static Analysis : Application of Existing Concrete Building ». Dans Lecture Notes in Civil Engineering, 329–40. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78936-1_24.
Texte intégralMrugalski, Marcin. « MLP in Robust Fault Detection of Static Non-linear Systems ». Dans Advanced Neural Network-Based Computational Schemes for Robust Fault Diagnosis, 69–92. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-01547-7_4.
Texte intégralHirsch, Markus, et Thomas E. Passenbrunner. « Extension of Static Non-linear DoE Identification Algorithms to Dynamic Systems ». Dans Computer Aided Systems Theory – EUROCAST 2011, 33–40. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27579-1_5.
Texte intégralIvanova, Jordanka, et Franco Pastrone. « Instability of Thin Elastic and Elasto-Plastic Orthotropic Shells under Combined Static and Dynamic Loading ». Dans Geometric Method for Stability of Non-Linear Elastic Thin Shells, 109–67. Boston, MA : Springer US, 2002. http://dx.doi.org/10.1007/978-1-4615-1511-1_4.
Texte intégralActes de conférences sur le sujet "NON-LINEAR STATIC"
JIANG, W., W. JONES, K. WU et T. WANG. « Non-linear and linear, static and dynamic analyses of helical springs ». Dans 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1200.
Texte intégralCheng, Lerong, Jinjun Xiong et Lei He. « Non-Linear Statistical Static Timing Analysis for Non-Gaussian Variation Sources ». Dans 2007 44th ACM/IEEE Design Automation Conference. IEEE, 2007. http://dx.doi.org/10.1109/dac.2007.375162.
Texte intégralCheng, Lerong, Jinjun Xiong et Lei He. « Non-linear statistical static timing analysis for non-Gaussian variation sources ». Dans the 44th annual conference. New York, New York, USA : ACM Press, 2007. http://dx.doi.org/10.1145/1278480.1278541.
Texte intégralSafi, Khaled, Ahmad Diab, Inke Marie Albertsen, Emilie Hutin, Samer Mohammed, Mohamad Khalil, Yacine Amirat et Jean-Michel Gracies. « Non-linear analysis of human stability during static posture ». Dans 2015 International Conference on Advances in Biomedical Engineering (ICABME). IEEE, 2015. http://dx.doi.org/10.1109/icabme.2015.7323308.
Texte intégralWallen, Samuel P., Michael R. Haberman, Zhaocheng Lu, Andrew Norris, Tyler Wiest et Carolyn C. Seepersad. « Static and dynamic non-reciprocity in bi-linear structures ». Dans 21st International Symposium on Nonlinear Acoustics. Acoustical Society of America, 2018. http://dx.doi.org/10.1121/2.0000861.
Texte intégralJones, C. C. R., D. Rowse, G. A. M. Odam et C. Pinchen. « Non-Linear Effects Influencing Lightning Induced Currents and Voltages ». Dans International Conference on Lightning and Static Electricity. 400 Commonwealth Drive, Warrendale, PA, United States : SAE International, 2001. http://dx.doi.org/10.4271/2001-01-2930.
Texte intégralSlyadnikov, E. E., et I. Yu Turchanovsky. « MULTILEVEL MODEL OF QUASI-STATIC DEFORMATION OF AMORPHOUS METAL ALLOYS ». Dans Physical Mesomechanics of Materials. Physical Principles of Multi-Layer Structure Forming and Mechanisms of Non-Linear Behavior. Novosibirsk State University, 2022. http://dx.doi.org/10.25205/978-5-4437-1353-3-36.
Texte intégralAlforno, Marco, Alessia Monaco, Fiammetta Venuti et Chiara Calderini. « SEISMIC ASSESSMENT OF MASONRY CROSS VAULTS THROUGH NON-LINEAR STATIC ANALYSES ». Dans 8th 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 National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8502.19346.
Texte intégralMunteanu, R., Gh Todoran et R. Copandean. « Multiple synchronous detection method for measuring non-linear and static resistance ». Dans 11th International Conference on Optimization of Electrical and Electronic Equipment. OPTIM 2008. IEEE, 2008. http://dx.doi.org/10.1109/optim.2008.4602505.
Texte intégralWang, Liquan, Songyu Li, Lin Ma, Dong Lv, Wenxue Jin et Luyao Zhang. « Study on non-linear static behavior of the tendon connector flexjoint ». Dans 2017 IEEE International Conference on Mechatronics and Automation (ICMA). IEEE, 2017. http://dx.doi.org/10.1109/icma.2017.8016005.
Texte intégralRapports d'organisations sur le sujet "NON-LINEAR STATIC"
Reyes-Tagle, Gerardo, et Jorge E. Muñoz-Ayala. Debt and Economic Growth : Does Size Matter ? Evidence from Dynamic Parametric and Static Non-parametric Approaches. Inter-American Development Bank, avril 2023. http://dx.doi.org/10.18235/0004818.
Texte intégralSlemrod, M. Non-Linear Systems in Infinite Dimensional State Spaces. Fort Belvoir, VA : Defense Technical Information Center, octobre 1985. http://dx.doi.org/10.21236/ada162869.
Texte intégralAndreasen, Martin, Jesús Fernández-Villaverde et Juan Rubio-Ramírez. The Pruned State-Space System for Non-Linear DSGE Models : Theory and Empirical Applications. Cambridge, MA : National Bureau of Economic Research, avril 2013. http://dx.doi.org/10.3386/w18983.
Texte intégralBalasubramaniam, Krishnan. Understanding of Materials State and its Degradation using Non-Linear Ultrasound (NLU) Approaches - Phase 3. Fort Belvoir, VA : Defense Technical Information Center, mai 2013. http://dx.doi.org/10.21236/ada592196.
Texte intégralTunc Aldemir, Don W. Miller, Brian k. Hajek et Peng Wang. Development of a Probabilistic Technique for On-line Parameter and State Estimation in Non-linear Dynamic Systems. Office of Scientific and Technical Information (OSTI), avril 2002. http://dx.doi.org/10.2172/793324.
Texte intégralCarroll, Daniel R., André Victor D. Luduvice et Eric R. Young. Optimal Fiscal Reform with Many Taxes. Federal Reserve Bank of Cleveland, février 2023. http://dx.doi.org/10.26509/frbc-wp-202307.
Texte intégralGarcia-Bernardo, Javier, et Petr Janský. Profit Shifting of Multinational Corporations Worldwide. Institute of Development Studies, mars 2021. http://dx.doi.org/10.19088/ictd.2021.005.
Texte intégralLubowa, Nasser, Zita Ekeocha, Stephen Robert Byrn et Kari L. Clase. Pharmaceutical Industry in Uganda : A Review of the Common GMP Non-conformances during Regulatory Inspections. Purdue University, décembre 2021. http://dx.doi.org/10.5703/1288284317442.
Texte intégralHefetz, Abraham, et Justin O. Schmidt. Use of Bee-Borne Attractants for Pollination of Nonrewarding Flowers : Model System of Male-Sterile Tomato Flowers. United States Department of Agriculture, octobre 2003. http://dx.doi.org/10.32747/2003.7586462.bard.
Texte intégralTaucher, Jan, et Markus Schartau. Report on parameterizing seasonal response patterns in primary- and net community production to ocean alkalinization. OceanNETs, novembre 2021. http://dx.doi.org/10.3289/oceannets_d5.2.
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