Relevant bibliographies by topics / Nonlinear static

Academic literature on the topic 'Nonlinear static'

Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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Journal articles on the topic "Nonlinear static"

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Shin, Han-Seop, Min-Han Oh, and Seung-Hwan Boo. "Local Nonlinear Static Analysis via Static Condensation." Journal of the Korean Society of Marine Environment and Safety 27, no. 1 (February 28, 2021): 193–200. http://dx.doi.org/10.7837/kosomes.2021.27.1.193.

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Bociu, Lorena, and Justin T. Webster. "Nonlinear quasi-static poroelasticity." Journal of Differential Equations 296 (September 2021): 242–78. http://dx.doi.org/10.1016/j.jde.2021.05.060.

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Bahari, A. R., M. A. Yunus, M. N. Abdul Rani, M. A. Ayub, and A. Nalisa. "Numerical And Experimental Investigations of Nonlinearity Behaviour In A Slender Cantilever Beam." MATEC Web of Conferences 217 (2018): 02008. http://dx.doi.org/10.1051/matecconf/201821702008.

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Nonlinear problem is always occur in slender structures that are usually characterized by large displacements and rotations but small strains. Linear design assumption could lead to premature failure if the structure behaves nonlinearly. In this paper, the static displacement of a slender beam subjected to point load is investigated numerically by incorporating the large amplitude of the displacement. Two types of numerical analyses are performed at a full-scale finite element model which is linear static and geometric nonlinear implicit static. the results of the FEA linear static analysis are compared with the results from the FEA geometric nonlinear implicit static analysis. It shows that very high different load-displacement value response. Experimental static displacement test has been performed to validate both numerical results.
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Halabi, Ryan G., and John K. Hunter. "Nonlinear Quasi-Static Surface Plasmons." SIAM Journal on Applied Mathematics 76, no. 5 (January 2016): 1899–919. http://dx.doi.org/10.1137/15m1045867.

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SHILKRUT, D. "STABILITY OF EQUILIBRIUM STATES OF NONLINEAR STRUCTURES AND CHAOS PHENOMENON." International Journal of Bifurcation and Chaos 02, no. 02 (June 1992): 271–83. http://dx.doi.org/10.1142/s0218127492000288.

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The “classical” chaos of deterministic systems is characteristic for the motion of dynamical systems. Recently, some attempts were made to find static analogies of chaos [Thompson & Virgin, 1988; Naschie & Athel, 1989; Naschie, 1989]. However, this was considered for structures in specific artificial conditions (for example, infinitely long bars with sinusoidal geometric imperfections) transferring de facto the boundary value problem (which always describes static deformation of structures) into an initial value problem characteristic for problems of motion. In this article, chaotic (unpredictable) behavior is described for a usual (not special) nonlinear structure in statics, which is governed, naturally, by a boundary value problem in a finite interval of the argument. The behavior of this structure (geometrically nonlinear plate), which is an example of the class of static chaotic structures, is investigated by a new geometrical approach called the “deformation map.” The presented results are one of the first steps in the chapter of chaos in statics, and therefore the link between “classical” and static chaos needs further investigations.
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Kantor, Etay, Daniella E. Raveh, and Rauno Cavallaro. "Nonlinear Structural, Nonlinear Aerodynamic Model for Static Aeroelastic Problems." AIAA Journal 57, no. 5 (May 2019): 2158–70. http://dx.doi.org/10.2514/1.j057309.

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Sarafian, H. "Static Electric-Spring and Nonlinear Oscillations." Journal of Electromagnetic Analysis and Applications 02, no. 02 (2010): 75–81. http://dx.doi.org/10.4236/jemaa.2010.22011.

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Bitar, Khalil, and Efstratios Manousakis. "Nonlinear σ model and static holes." Physical Review B 43, no. 4 (February 1, 1991): 2615–24. http://dx.doi.org/10.1103/physrevb.43.2615.

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Newman Iii, J. C., P. A. Newman, A. C. Taylor Iii, and G. J. W. Hou. "Efficient nonlinear static aeroelastic wing analysis." Computers & Fluids 28, no. 4-5 (May 1999): 615–28. http://dx.doi.org/10.1016/s0045-7930(98)00047-4.

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Kantor, J. C., and M. R. Keenan. "Static Nonlinear Control of Chemical Processes." IFAC Proceedings Volumes 20, no. 5 (July 1987): 271–74. http://dx.doi.org/10.1016/s1474-6670(17)55450-6.

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Dissertations / Theses on the topic "Nonlinear static"

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Friesecke, Gero. "Static and dynamic problems in nonlinear mechanics." Thesis, Heriot-Watt University, 1993. http://hdl.handle.net/10399/1458.

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Seywald, Klaus. "Wingbox Mass Prediction considering Quasi-Static Nonlinear Aeroelasticity." Thesis, KTH, Flygdynamik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-59014.

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Nonplanar wing configurations promise a significant improvement of aerodynamic efficiency and are therefore currently investigated for future aircraft configurations. A reliable mass prediction for a new wing configuration is of great importance in preliminary aircraft design in order to enable a holistic assessment of potential benefits and drawbacks. In this thesis a generic numerical modeling approach for arbitrary unconventional wing configurations is developed and a simulation tool for their evaluation and mass prediction is implemented. The wingbox is modeled with a nonlinear finite element beam which is coupled to different low-fidelity aerodynamic methods obtaining a quasi-static aeroelastic model that considers the redistribution of aerodynamic forces due to deformation. For the preliminary design of the wingbox various critical loading conditions according to the Federal Aviation Regulations are taken into account. The simulation tool is validated for a range of existing aircraft types. Additionally, two unconventional configurations, the C-wing and the box-wing, are analyzed. The outlook provides suggestions for extensions and further development of the simulation tool as well as possible model refinements.
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Obst, Andreas W. "Nonlinear static and transient analysis of generally laminated beams." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-10102009-020113/.

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Atik, Malik. "Seismic evaluation of tall building structures using nonlinear static procedures." Thesis, Lille 1, 2013. http://www.theses.fr/2013LIL10116/document.

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L’analyse dynamique non linéaire constitue la méthode la plus efficace pour l'évaluation de la réponse non linéaire des structures soumises à de fortes sollicitations sismiques. Compte tenu de la complexité associée à l'analyse non linéaire temporelle, l'utilisation de l'analyse statique équivalente «Push-over » constitue une alternative simple et efficace à l'analyse dynamique temporelle. Cette thèse développe une méthode statique non linéaire innovante pour évaluer le comportement sismique des immeubles de grande hauteur.Dans la première partie, le modèle "continuum" qui est un outil simple et efficace de l'analyse des immeubles de grande hauteur à contreventement mixte est revisité. L'influence de la précision de calcul dans la détermination de la hauteur optimale d'interruption des voiles est examinée tout en analysant la relation entre la hauteur optimale et les sollicitations induites. La deuxième partie propose une nouvelle procédure Push-over adaptative à exécution unique pour l'évaluation sismique des structures. Cette méthode possède deux avantages principaux : elle représente un outil pratique intégrant l’effet des modes supérieurs avec une interaction complète entre eux. D'un autre côté, elle permet d'éviter les critiques relatives aux analyses adaptatives à exécution unique. La troisième partie présente une méthode innovante permettant la détermination du point de fonctionnement des immeubles de grande hauteur. Le principe des méthodes adaptatives Push-over à exécution unique est intégré à la méthode du spectre de capacité proposé par le règlement ATC -40 dont l'application est limitée aux structures oscillant au mode fondamental
Non linear dynamic analysis constitutes the most powerful method for the assessment of the non linear seismic response of structures subjected to strong earthquake motions. Considering the complexity associated to time history analysis, the use of nonlinear static techniques, or pushover analysis constitutes an efficient and easy to use alternative to dynamic analysis. This thesis develops innovative static nonlinear method to assess the seismic behavior of high-rise buildings. It is composed of three parts:In the first part, the continuum model which constitutes a simple and efficient tool to analyze high-rise wall-frame buildings is revisited. The influence of calculation precision in specifying the optimum level of wall curtailment is discussed. The relationship between the curtailment level and the resulting internal forces is investigated. The second part proposes a new single-run adaptive pushover method for the seismic assessment of shear wall structures. This method has two main advantages: It is practical tool to integrate the effect of higher modes with full interaction between them and it overcomes the criticisms forwarded against the previous single-run adaptive pushover analyses. The proposed method is presented as well as its numerical implementation. The third part presents an innovative method to specifying the seismic peak response quantities of the tall structures. The principle of the single-run adaptive pushover procedures is integrated with the capacity spectrum method proposed by ATC-40 (1996). Where, this latter is limited for structures that vibrate primarily in the fundamental mode
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Shafiei-Tehrany, Reza. "Nonlinear dynamic and static analysis of I-5 Ravenna Bridge." Pullman, Wash. : Washington State University, 2008. http://www.dissertations.wsu.edu/Thesis/Fall2008/R_Shafiei-Tehrany_112608.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, December 2008.
Title from PDF title page (viewed on Apr. 10, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 127-133).
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Shi, Guangyu. "Nonlinear static and dynamic analyses of large-scale lattice-type structures and nonlinear active control by piezo actuators." Diss., Georgia Institute of Technology, 1988. http://hdl.handle.net/1853/19176.

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Sotoudeh, Zahra. "Nonlinear static and dynamic analysis of beam structures using fully intrinsic equations." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/41179.

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Beams are structural members with one dimension much larger than the other two. Examples of beams include propeller blades, helicopter rotor blades, and high aspect-ratio aircraft wings in aerospace engineering; shafts and wind turbine blades in mechanical engineering; towers, highways and bridges in civil engineering; and DNA modeling in biomedical engineering. Beam analysis includes two sets of equations: a generally linear two-dimensional problem over the cross-sectional plane and a nonlinear, global one-dimensional analysis. This research work deals with a relatively new set of equations for one-dimensional beam analysis, namely the so-called fully intrinsic equations. Fully intrinsic equations comprise a set of geometrically exact, nonlinear, first-order partial differential equations that is suitable for analyzing initially curved and twisted anisotropic beams. A fully intrinsic formulation is devoid of displacement and rotation variables, making it especially attractive because of the absence of singularities, infinite-degree nonlinearities, and other undesirable features associated with finite rotation variables. In spite of the advantages of these equations, using them with certain boundary conditions presents significant challenges. This research work will take a broad look at these challenges of modeling various boundary conditions when using the fully intrinsic equations. Hopefully it will clear the path for wider and easier use of the fully intrinsic equations in future research. This work also includes application of fully intrinsic equations in structural analysis of joined-wing aircraft, different rotor blade configuration and LCO analysis of HALE aircraft.
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Sakamoto, Takashi. "Nonlinear static and dynamic analysis of flexible risers subjected to vortex excitation." Thesis, Imperial College London, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309379.

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Vorfolomeyeva, Yuliya. "Nonlinear static analysis of rubble-stone masonry buildings performed with equivalent frame method." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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Nonlinear static analysis is an efficient tool for performance assessment of masonry structures. In particular, it facilitates the accurate prediction of seismic response of a structure to earthquakes. Numerical models based on Equivalent Frame Method allow to predict realistic failure modes observed after preceding seismic events with reasonable computational effort, a characteristic which is suitable for engineering practice. This thesis deals with nonlinear incremental static (pushover) analysis of masonry buildings and the subsequent discussion of the obtained results. TreMuri software is used for developing the numerical models, which are then analysed on the basis of elastic acceleration response spectra obtained according to the Nepal National Building Code. Different structural improvement techniques are implemented in the models and compared in order to determine their impact on seismic performance. Elastic stiffness obtained with the nonlinear analysis is examined in contrast to analytical estimation of the same, made with various mathematical models.
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Koko, Tamunoiyala Stanley. "Super finite elements for nonlinear static and dynamic analysis of stiffened plate structures." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/30723.

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The analysis of stiffened plate structures subject to complex loads such as air-blast pressure waves from external or internal explosions, water waves, collisions or simply large static loads is still considered a difficult task. The associated response is highly nonlinear and although it can be solved with currently available commercial finite element programs, the modelling requires many elements with a huge amount of input data and very expensive computer runs. Hence this type of analysis is impractical at the preliminary design stage. The present work is aimed at improving this situation by introducing a new philosophy. That is, a new formulation is developed which is capable of representing the overall response of the complete structure with reasonable accuracy but with a sacrifice in local detailed accuracy. The resulting modelling is relatively simple thereby requiring much reduced data input and run times. It now becomes feasible to carry out design oriented response analyses. Based on the above philosophy, new plate and stiffener beam finite elements are developed for the nonlinear static and dynamic analysis of stiffened plate structures. The elements are specially designed to contain all the basic modes of deformation response which occur in stiffened plates and are called super finite elements since only one plate element per bay or one beam element per span is needed to achieve engineering design level accuracy at minimum cost. Rectangular plate elements are used so that orthogonally stiffened plates can be modelled. The von Karman large deflection theory is used to model the nonlinear geometric behaviour. Material nonlinearities are modelled by von Mises yield criterion and associated flow rule using a bi-linear stress-strain law. The finite element equations are derived using the virtual work principle and the matrix quantities are evaluated by Gauss quadrature. Temporal integration is carried out using the Newmark-β method with Newton-Raphson iteration for the nonlinear equations at each time step. A computer code has been written to implement the theory and this has been applied to the static, vibration and transient analysis of unstiffened plates, beams and plates stiffened in one or two orthogonal directions. Good approximations have been obtained for both linear and nonlinear problems with only one element representations for each plate bay or beam span with significant savings in computing time and costs. The displacement and stress responses obtained from the present analysis compare well with experimental, analytical or other numerical results.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Books on the topic "Nonlinear static"

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Council, Applied Technology. Improvement of nonlinear static seismic analysis procedures. Washington, D.C: Applied Technology Council, 2005.

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Reanalysis of structures: A unified approach for linear, nonlinear, static, and dynamic systems. Dordrecht, The Netherlands: Springer, 2008.

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Dumanoğlu, A. Aydın. Kemer barajların lineer ve lineer olmayan statik ve dinamik analizi =: Linear and nonlinear static and dynamic analyses of arch dams. Maslak, İstanbul: Türkiye Deprem Vakfı, 1998.

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G, Wilson David, and SpringerLink (Online service), eds. Nonlinear Power Flow Control Design: Utilizing Exergy, Entropy, Static and Dynamic Stability, and Lyapunov Analysis. London: Springer-Verlag London Limited, 2011.

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Sharma, Akanshu. Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Mumbai: Bhabha Atomic Research Centre, 2009.

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Younis, Mohammad I. MEMS Linear and Nonlinear Statics and Dynamics. Boston, MA: Springer US, 2011. http://dx.doi.org/10.1007/978-1-4419-6020-7.

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Younis, Mohammad I. MEMS linear and nonlinear statics and dynamics. New York: Springer, 2010.

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F, Doyle James. Nonlinear Analysis of Thin-Walled Structures: Statics, Dynamics, and Stability. New York, NY: Springer New York, 2001.

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1946-, Pesaran M. Hashem, and Potter Simon M, eds. Nonlinear dynamics, chaos, and econometrics. Chichester [England]: J. Wiley, 1993.

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Nonlinear dynamics and unemployment theory. Frankfurt am Main: P. Lang, 1994.

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Book chapters on the topic "Nonlinear static"

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Doyle, James F. "Nonlinear Static Analysis." In Mechanical Engineering Series, 169–240. New York, NY: Springer New York, 2001. http://dx.doi.org/10.1007/978-1-4757-3546-8_4.

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Nelles, Oliver. "Applications of Static Models." In Nonlinear System Identification, 655–75. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/978-3-662-04323-3_20.

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Nelles, Oliver. "Introduction to Static Models." In Nonlinear System Identification, 209–17. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/978-3-662-04323-3_8.

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Nelles, Oliver. "Applications of Static Models." In Nonlinear System Identification, 985–1006. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47439-3_24.

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Nelles, Oliver. "Introduction to Static Models." In Nonlinear System Identification, 239–48. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47439-3_9.

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Markovsky, Ivan. "Nonlinear Static Data Modeling." In Communications and Control Engineering, 179–97. London: Springer London, 2012. http://dx.doi.org/10.1007/978-1-4471-2227-2_6.

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Lévine, J. "Static and dynamic state feedback linearization." In Nonlinear Systems, 93–126. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4615-6395-2_5.

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Hejazi, Farzad, and Keyhan Karimzadeh. "Dynamic and Nonlinear Static Analysis." In Analysis Procedure for Earthquake Resistant Structures, 449–536. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8839-1_4.

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Thomasset, D., E. Richard, B. Caron, S. Scavarda, and A. Charara. "Applications of input—ouput linearization and decoupling under static state feedback." In Nonlinear Systems, 157–88. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4615-6395-2_7.

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Ghorashi, Mehrdaad. "Nonlinear Static Analysis of Composite Beams." In Statics and Rotational Dynamics of Composite Beams, 67–93. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14959-2_4.

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Conference papers on the topic "Nonlinear static"

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Jankowski, Marc, Nayara Jornod, Carsten Langrock, Boris Desiatov, Alireza Marandi, Marko Lončar, and Martin M. Fejer. "Quasi-static Optical Parametric Amplification." In Nonlinear Optics. Washington, D.C.: OSA, 2021. http://dx.doi.org/10.1364/nlo.2021.nw3a.1.

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Shi, Shuming, Bin Lu, Yunxiao Ma, and Ji-Rong Wen. "Nonlinear static-rank computation." In Proceeding of the 18th ACM conference. New York, New York, USA: ACM Press, 2009. http://dx.doi.org/10.1145/1645953.1646056.

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Hemmati, Ali, Adolfo Santini, and Nicola Moraci. "Static Nonlinear Analysis In Concrete Structures." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963936.

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Wallen, Samuel P., Michael R. Haberman, Zhaocheng Lu, Andrew Norris, Tyler Wiest, and Carolyn C. Seepersad. "Static and dynamic non-reciprocity in bi-linear structures." In 21st International Symposium on Nonlinear Acoustics. Acoustical Society of America, 2018. http://dx.doi.org/10.1121/2.0000861.

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Ju Yan-zhong, Liu Wei-chun, Bai Jun-feng, and Chen Jian-hua. "Nonlinear static analysis of cable-stayed bridge." In 2010 International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2010. http://dx.doi.org/10.1109/mace.2010.5536110.

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Kuo, Yong-Lin, and Chang-Lun Huang. "Nonlinear Control of a Static Synchronous Compensator." In ASME 2016 Conference on Information Storage and Processing Systems. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/isps2016-9598.

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With the rise of environmental awareness, many countries pay more attention on energy resources, especially for electricity, because it is already indispensable in the high-tech society. Therefore, it is the most basic policy to effectively provide stable power to the load side. This paper adopts the most popular device, called a static synchronous compensator (STACOM), to obtain the reactive compensation due to the power loss in the electrical system. Since a STATCOM is a nonlinear system, one applies the sliding mode control to a STACOM. The simulation results show that the reactive power compensations in the stable operation can be confirmed.
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Lauterborn, W., T. Kurz, P. Koch, M. Alizadeh, H. Söhnholz, and D. Schanz. "News from bubble dynamics: High static pressures, shock waves and interior dynamics." In NONLINEAR ACOUSTICS STATE-OF-THE-ART AND PERSPECTIVES: 19th International Symposium on Nonlinear Acoustics. AIP, 2012. http://dx.doi.org/10.1063/1.4749307.

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Kucherenko, Michael G., Garry A. Ketsle, and Evgeny G. Ketsle. "Application of holography to measuring static annihilation of excited centers." In International Conference on Coherent and Nonlinear Optics, edited by Vladimir V. Shuvalov and Alexei M. Zheltikov. SPIE, 1996. http://dx.doi.org/10.1117/12.239769.

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Suryadi, Y. Kadoya, K. Watatani, H. Takeda, and M. Yamanishi. "Modification of coherent nonlinear response of microcavity polaritons by a static electric field." In Nonlinear Optics: Materials, Fundamentals and Applications. Washington, D.C.: OSA, 2002. http://dx.doi.org/10.1364/nlo.2002.thb3.

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Przybylski, J., and K. Kuliński. "Nonlinear static response of an eccentrically loaded column." In PROCEEDINGS OF THE 15TH STABILITY OF STRUCTURES SYMPOSIUM. Author(s), 2019. http://dx.doi.org/10.1063/1.5086140.

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Reports on the topic "Nonlinear static"

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Gartling, D. K. TORO II: A finite element computer program for nonlinear quasi-static problems in electromagnetics: Part 1, Theoretical background. Office of Scientific and Technical Information (OSTI), May 1996. http://dx.doi.org/10.2172/237142.

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Gartling, D. K. TORO II: A finite element computer program for nonlinear quasi-static problems in electromagnetics: Part 2, User`s manual. Office of Scientific and Technical Information (OSTI), May 1996. http://dx.doi.org/10.2172/237143.

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Biffle, J. H. JAC3D -- A three-dimensional finite element computer program for the nonlinear quasi-static response of solids with the conjugate gradient method; Yucca Mountain Site Characterization Project. Office of Scientific and Technical Information (OSTI), February 1993. http://dx.doi.org/10.2172/138710.

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Biffle, J. H., and M. L. Blanford. JAC2D: A two-dimensional finite element computer program for the nonlinear quasi-static response of solids with the conjugate gradient method; Yucca Mountain Site Characterization Project. Office of Scientific and Technical Information (OSTI), May 1994. http://dx.doi.org/10.2172/145293.

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Segalman, Daniel Joseph, and Michael James Starr. On the nonlinear dynamics and quasi-statics of tape joined structures. Office of Scientific and Technical Information (OSTI), August 2012. http://dx.doi.org/10.2172/1051728.

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Potasek, Mary, David McLaughlin, and Evgueni Parilov. Optical Pulse Interactions in Nonlinear Excited State Materials. Fort Belvoir, VA: Defense Technical Information Center, July 2008. http://dx.doi.org/10.21236/ada483677.

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Byer, Robert L. Tunable Solid State Lasers and Synthetic Nonlinear Materials. Fort Belvoir, VA: Defense Technical Information Center, September 1987. http://dx.doi.org/10.21236/ada199992.

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Bielinskyi, Andrii O., Serhii V. Hushko, Andriy V. Matviychuk, Oleksandr A. Serdyuk, Сергій Олексійович Семеріков, Володимир Миколайович Соловйов, Андрій Іванович Білінський, Андрій Вікторович Матвійчук, and О. А. Сердюк. Irreversibility of financial time series: a case of crisis. Криворізький державний педагогічний університет, December 2021. http://dx.doi.org/10.31812/123456789/6975.

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The focus of this study to measure the varying irreversibility of stock markets. A fundamental idea of this study is that financial systems are complex and nonlinear systems that are presented to be non-Gaussian fractal and chaotic. Their complexity and different aspects of nonlinear properties, such as time irreversibility, vary over time and for a long-range of scales. Therefore, our work presents approaches to measure the complexity and irreversibility of the time series. To the presented methods we include Guzik’s index, Porta’s index, Costa’s index, based on complex networks measures, Multiscale time irreversibility index and based on permutation patterns measures. Our study presents that the corresponding measures can be used as indicators or indicator-precursors of crisis states in stock markets.
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9

Beeler, S. C., H. T. Tran, and H. T. Banks. State Estimation and Tracking Control of Nonlinear Dynamical Systems. Fort Belvoir, VA: Defense Technical Information Center, January 2000. http://dx.doi.org/10.21236/ada453162.

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10

Rogers, Robert C., and Stuart S. Antman. Steady-State Problems of Nonlinear Electro-Magneto-Thermo-Elasticity. Fort Belvoir, VA: Defense Technical Information Center, January 1986. http://dx.doi.org/10.21236/ada167454.

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