Relevant bibliographies by topics / Statical Methods

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Statical Methods'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Statical Methods"

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Vadasz, P. "A Second-Order Marginal Costs Approximation for Energy Storage Charging and Discharging Price Functions." Journal of Energy Resources Technology 111, no. 3 (September 1, 1989): 154–59. http://dx.doi.org/10.1115/1.3231417.

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A second-order technique is presented for the evaluation of peak/off-peak price functions, based on marginal costs methods, in energy storage technologies. This method is particularly useful in statical optimization of the fundamental parameters required for planning energy storage plants. Its applications permits to transform the original dynamic optimization problem into its statical equivalent, thus reducing considerably the computing time needed. This transformation introduces two additional parameters to be optimized using statical optimization methods, i.e., charging and discharging duration.
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Vadasz, P., and D. Weiner. "An Evaluation Method for Peak/Off-Peak Price Functions in Energy Storage Technologies." Journal of Energy Resources Technology 109, no. 1 (March 1, 1987): 21–25. http://dx.doi.org/10.1115/1.3231318.

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A method of evaluation for peak/off-peak price functions in energy storage technologies is presented. The method is particularly useful in statical optimization of the fundamental parameters required for planning energy storage plants. Its application permits to transform the original dynamic optimization problem into a statical equivalent problem, thus reducing considerably the computing time needed. This transformation introduces two additional parameters to be optimized using statical optimization methods, i.e., charging and discharging duration.
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Baranyai, Tamás. "On the duality of space trusses and plate structures of rigid plates and elastic edges." International Journal of Space Structures 35, no. 4 (August 24, 2020): 135–46. http://dx.doi.org/10.1177/0956059920947564.

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Dualities have been known to map space trusses and plate structures to each other since the 1980s. Yet the computational similarity of the two has not been used to solve the unfamiliar plate structure with the methods of the well-known truss. This article gives a method to find the forces and displacements of a plate structure with rigid plates and elastic edges, using a dual truss. The plates are assumed to be rigid in their respective planes only and deformable otherwise. The method provided is applicable for both statically determinate and indeterminate structures, subjected to both statical and kinematical loads.
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Hanaor, Ariel. "A Summary Survey of Prefabricated Spatial Frame Systems." International Journal of Space Structures 10, no. 3 (September 1995): 175–86. http://dx.doi.org/10.1177/026635119501000304.

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This article contains a summary of the characteristics of a large number of currently available commercial systems. The summary is presented in tabular form, corresponding to the hierarchical classification scheme presented in the second article in this issue. Features included in the summary table relate primarily to aspects of geometry, statical analysis and response, and assembly methods.
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Zhang, Guang, Wei Nie, Yong Lu, Jing Xi Chen, and Jun Rong Ma. "Dynamical and Statical Load Test Study on the Road Bridge of some Manufactory." Applied Mechanics and Materials 66-68 (July 2011): 1112–16. http://dx.doi.org/10.4028/www.scientific.net/amm.66-68.1112.

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This paper introduces the plan and the process of dynamical and statical load test study which is made on the road bridge. It can validate the quality of the bridge by comparing measured stress&deflection and theoretical calculation.Experimental results show that the computational methods and analytical methods are reliable, The stiffness and bearing capacity of the bridge meet the design requirements. The technology of load test and method of data analysis have high reference value to similar engineering.
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Buryachenko, V. A. "Multiparticle Effective Field and Related Methods in Micromechanics of Composite Materials." Applied Mechanics Reviews 54, no. 1 (January 1, 2001): 1–47. http://dx.doi.org/10.1115/1.3097287.

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The numerous approaches used in micromechanics can be classified into four broad categories: perturbation methods, self-consistent methods of truncation of a hierarchy, variational methods, and the model methods. In detail we will consider the self-consistent methods applied to linear elastic problems, based on some approximate and closing assumptions for truncating of an infinite system of integral equations involved and their approximate solution. We consider multiparticle effective field methods, effective medium methods, the Mori-Tanaka method, differential methods and some others. This review article tends to concentrate on methods and concepts, their possible generalizations, and connections of different methods, rather than explicit results. In the framework of a unique scheme, we undertake an attempt to analyze the wide class of statical and dynamical, local and nonlocal, linear and nonlinear micromechanical problems of composite materials with deterministic (periodic and non-periodic) and random (statistically homogeneous and inhomogeneous, so-called graded) structures, containing coated or uncoated inclusions of any shape and orientation and subjected to coupled or uncoupled, homogeneous or inhomogeneous, external fields of different physical natures. The last section contains a discussion of prospects for future work. The article includes 540 references.
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Reitman, Mark I. "Optimal Structural Design in the USSR." Applied Mechanics Reviews 42, no. 2 (February 1, 1989): 27–37. http://dx.doi.org/10.1115/1.3152419.

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Studies in structural optimization in Russia began more than a century ago and initially satisfied the needs of railroad engineering. Later Soviet academic researchers and engineers considered the optimum design of compressed and twisted bars, beams, arches, rigid frames, plates, shells, and various 3D structures under single and multiple statical, dynamical, and moving loads. Some new formulations of the optimization problems have been introduced and solved using classical and new mathematical methods. Several hundred contributions are briefly covered with references to 50 bibliographical sources.
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Leuck, Roland. "Development of a Mathematical Model to Find the Best Solutions for the Refurbishment of Energy-Efficient Buildings." Applied Mechanics and Materials 824 (January 2016): 421–28. http://dx.doi.org/10.4028/www.scientific.net/amm.824.421.

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An investor has the difficult decision to decide the insulation thickness, before he starts a refurbishment measurement. Due to a long life expectancy of the construction components, this decision should take into account not the immediately effective investment costs, but also the longer lasting running cost. Therefore we are suggesting and discussing some parameters to develop a mathematical approach to find the economical best insulation thickness. We will discuss statical and dynamical economical methods and in the end we will also look which influence have some different thermal conductivities.
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Haktanir, V., and E. Kiral. "Statical analysis of elastically and continuously supported helicoidal structures by the transfer and stiffness matrix methods." Computers & Structures 49, no. 4 (November 1993): 663–77. http://dx.doi.org/10.1016/0045-7949(93)90070-t.

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Khateeb, Mouhammed, Basheer Elias, and Fatema Al Rahal. "New Kinetic Spectrophotometric Method for Determination of Folic Acid in Pharmaceutical Formulations." International Letters of Chemistry, Physics and Astronomy 50 (May 2015): 169–78. http://dx.doi.org/10.18052/www.scipress.com/ilcpa.50.169.

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A simple and sensitive kinetic spectrophotometric method has been developed for the determination of folic acid (FA) in bulk and pharmaceutical Formulations. The method is based on the oxidation of FA by Fe (III) in sulfuric acid medium. Fe (III) subsequently reduces to Fe (II) which is coupled with potassium ferricyanide to form Prussian blue. The reaction is followed spectrophotometrically by measuring the increase in absorbance at λmax 725 nm. The rate data and fixed time methods were adopted for constructing the calibration curves. The linearity range was found to be 1–20 μg mL-1 for each method. The correlation coefficient was 0.9978 and 0.9993, and LOD was found to be 0.91 and 0.09 μg mL-1 for rate data and fixed time methods, respectively. The proposed method has been successfully applied to the determination of FA in formulations with no interference from the excipients. Statical comparison of the results shows that there is no significant difference between the proposed and pharmacopoeial methods
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Dissertations / Theses on the topic "Statical Methods"

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Ambrožová, Andrea. "Statistická analýza ekonomických rizikových faktorů organizace." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2013. http://www.nusl.cz/ntk/nusl-232813.

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This thesis deals with the evaluation of high-risk economical factors of one particular organization and consequently with their evaluation based on statistical methods. The principal aim of the study was to determine the dominant economic indicators of the organization and assess their development over time based on statistical methods, using statistical tools. The tools utilized in the thesis were Statgraphics Centurion XV and MS Excel.
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Pasha, Hasan G. "Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements." University of Cincinnati / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416569956.

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Ma, Zuhui, and 馬祖輝. "Fast methods for low-frequency and static EM problems." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/195987.

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Electromagnetic effects play an important role in many engineering problems. The fast and accurate numerical methods for electromagnetic analysis are highly desired in both the low-frequency analysis and the static analysis. In the first part of this thesis, a low-frequency stable domain decomposition method, the augmented equivalence principle algorithm (A-EPA) with augmented electric field integral equation (A-EFIE), is introduced for analyzing the electromagnetic problems at low frequencies. The A-EFIE is first employed as a inner current solver for the EPA algorithm so that it improves the low-frequency inaccuracy issue. This method, however, cannot completely remove the low-frequency breakdown. To overcome it, the A-EPA with A-EFIE is studied and developed so that it has the capability to solve low-frequency problems accurately. In the second part, novel Helmholtz decomposition based fast Poisson solvers for both 2-D and 3-D problems are introduced. These new methods are implemented through the quasi-Helmholtz decomposition technique, i.e. the loop-tree decomposition. In 2-D cases, the proposed method can achieve O(N) complexity in terms of both computational cost and memory consumption for moderate accuracy requirements. Although computational costs become higher when more accurate results are needed, a multilevel method by using the hierarchical loop basis functions can obtain the desired efficiency. The same idea can be extend to 3-D case for exploiting a new generation of fast method for electrostatic problems.
published_or_final_version
Electrical and Electronic Engineering
Doctoral
Doctor of Philosophy
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Hernández, Victor L. (Victor Leonel Hernández Porras) 1977. "Including native methods in static analysis of Java programs." Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/86464.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Electrical Engineering and Computer Science, 2000.
Includes bibliographical references (p. 61-63).
by Victor L. Hernandez.
M.Eng.
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Mosquera, Jenyfer. "Static and pseudo-static stability analysis of tailings storage facilities using deterministic and probabilistic methods." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=117155.

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Tailings facilities are vast man-made structures designed and built for the storage and management of mill effluents throughout the life of a mining project. There are different types of tailings storage facilities (TSF) classified in accordance with the method of construction of the embankment and the mechanical properties of the tailings to be stored. The composition of tailings is determined by the mineral processing technique used to obtain the concentrate as well as the physical and chemical properties of the ore body. As a common denominator, TSFs are vulnerable to failure due to design or operational deficiencies, site-specific features, or due to random variables such as material properties, seismic events or unusual precipitation. As a result, long-term risk based stability assessment of mine wastes storage facilities is necessary.The stability analyses of TSFs are traditionally conducted using the Limit Equilibrium Method (LEM). However, it has been demonstrated that relying exclusively on this approach may not warrant full understanding of the behaviour of the TSF because the LEM neglects the stress-deformation constitutive relationships that ensure displacement compatibility. Furthermore, the intrinsic variability of tailings properties is not taken into account either because it is basically a deterministic method. In order to overcome these limitations of the LEM, new methods and techniques have been proposed for slope stability assessment. The Strength Reduction Technique (SRT) based on the Finite Element Method (FEM), for instance, has been successfully applied for this purpose. Likewise, stability assessment with the probabilistic approach has gained more and more popularity in mining engineering because it offers a comprehensive and more realistic estimation of TSFs performance. In the light of the advances in numerical modelling and geotechnical engineering applied to the mining industry, this thesis presents a stability analysis comparison between an upstream tailings storage facility (UTSF), and a water retention tailings dam (WRTD). First, the effect of embankment/tailings height increase on the overall stability is evaluated under static and pseudo-static states. Second, the effect of the phreatic surface location in the UTSF, and the embankment to core permeability ratio in the WRTD are investigated. The analyses are conducted using rigorous and simplified LEMs and the FEM - SRT. In order to take into consideration the effect of the intrinsic variability of tailings properties on stability, parametric analyses are conducted to identify the critical random variables of each TSF. Finally, the Monte Carlo Simulation (MCS), and the Point Estimate Method (PEM) are applied to recalculate the FOS and to estimate the probability of failure and reliability indices of each analysis. The results are compared against the minimum static and pseudo-static stability requirements and design guidelines applicable to mining operations in the Province of Quebec, Canada.Keywords: Tailings storage facilities (TSF), Limit Equilibrium Method (LEM), Shear Reduction Technique (SST), pseudo-static seismic coefficient, probability of failure, Point Estimate Method (PEM), Reliability Index.
Les parcs à résidus miniers (PRMs) sont de vastes structures utilisées pour le stockage et la gestion des déchets pendant l'opération et après la clôture d'un site minier. Différentes techniques d'entreposage existent, dépendant principalement de la méthode de construction de la digue et des propriétés physiques, chimiques et mécaniques des résidus à stocker. La composition des résidus est déterminée par la technique utilisée pour extraire le minerai du gisement ainsi que par les propriétés physico-chimiques du gisement. De manière générale, les installations de stockage de résidus miniers sont dans une certaine mesure, sujettes à des ruptures. Celles-ci sont associées à des défauts de conception et d'exploitation, des conditions spécifiques au site, des facteurs environnementaux, ainsi que des variables aléatoires telles que les propriétés des matériaux, les événements sismiques, ou les précipitations inhabituelles. Par conséquent, la stabilité des PRMs à long terme est nécessaire sur la base de l'évaluation de risques.Les analyses de stabilité sont généralement effectuées à l'aide de la méthode d'équilibre limite (MEL), cependant, il a été prouvé que s'appuyer exclusivement sur les MELs n'est pas exact car la relation entre déformation et contrainte est négligée dans cette approche, tout comme le déplacement ayant lieu au pendant la construction et l'opération des PRMs. En outre, la variabilité spatiale intrinsèque des propriétés des résidus et autres matériaux utilisés pour la construction des PRMs n'est pas prise en compte. En conséquence, de nouvelles méthodes et techniques ont été développées pour surmonter les limites de la MEL. La méthode des éléments finis (MEF) et la Technique de réduction de cisaillement (TRC), par exemple, ont été appliquées avec succès pour l'analyse de la stabilité des PRMs. De même, l'approche probabiliste pour l'analyse de la stabilité des pentes a gagné en popularité car elle offre une simulation complète et plus réaliste de la performance des PRMs.À la lumière des progrès réalisés dans le domaine de la modélisation numérique et de la géotechnique pour l'industrie minière, cette thèse présente une comparaison entre une installation d'entreposage des résidus en amont et un barrage de stériles et d'eaux de décantation.En premier lieu, l'effet de l'augmentation de la hauteur des résidus sur la stabilité globale est évalué en vertu des états statiques et pseudo-statiques. En deuxième lieu, l'effet de l'emplacement de la nappe phréatique dans installation d'entreposage des résidus en amont et le rapport de perméabilité de remblai dans le barrage de stériles et d'eaux de décantation sont étudiés. Les analyses sont conduites en utilisant la modélisation numérique des MELs et la MEF – TRC.Des analyses paramétriques sont effectuées pour identifier les variables aléatoires critiques de chaque parc à résidus miniers. Finalement, pour évaluer, la simulation de Monte Carlo (MCS) et la méthode d'estimation ponctuelle (MEP) sont appliquées pour recalculer les facteurs de stabilité et pour estimer la probabilité de défaillance et les indices de fiabilité qui leur sont associées. Les résultats de chaque analyse sont comparés aux exigences minimales de stabilité des pentes applicables aux opérations minières dans la province de Québec, Canada.Mots-clés: Parcs à résidus miniers (PRMs), coefficient sismique, Technique de Réduction de Cisaillement (TRC), probabilité de défaillance, Méthode d'Estimation Ponctuelle (MEP), indice de fiabilité.
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Lei, Jun. "Static structural system identification using observability method." Doctoral thesis, Universitat Politècnica de Catalunya, 2018. http://hdl.handle.net/10803/650829.

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During the construction and operation stages of structures, various factors lead to irreversible degradation that could affect the normal use and the public safety of these structures. In recent years, it has been common to carry out condition assessment of structures using Structural System Identification (SSI) methods. SSI is the application of parameter estimation in structural system. One key issue in SSI is to guarantee the observability of the parameters to be estimated. This was already addressed by the SSI by Observability Method (OM) using static tests. However, a systematic analysis of the effect of measurement and simulation errors for this method is lacking. A ramification of this analysis is the effective strategies to use redundant measurements to tackle measurement errors. Meanwhile, the linearization of unknowns in the SSI by OM might lead to the omission of observable unknowns. This PhD thesis presents a unified SSI method under the framework of OM for 2D structures modelled by beam elements. The method is based on the information (external loads, measured deflections and rotations) obtained during static tests. This work gathers six methodological contributions conceived to (1) extract as much information as possible from measurements to ensure the observability of target parameters; (2) analyze the effect of measurement errors and simulation errors on the estimation results; (3) propose different strategies to use redundant measurements to improve the estimation accuracy; (4) place the sensors in an optimal configuration to obtain robust estimations for the target parameters. Firstly, the procedure of the SSI by OM is presented and validated by error-free measurements in a beam-like structure. Then the effects of measurement errors and simulation errors on the accuracy of estimation result is analyzed for the minimum measurement sets that ensure the observability of all parameters. The studied factors include single measurement errors, random measurement errors, error levels and loading cases. The influence of the recursive process of SSI by OM is also discussed. To solve the problem of misjudging the minimum measurement sets caused by the linear assumption in the SSI by OM, the SSI by constrained OM is proposed. The nonlinear constraints are reintroduced by optimizations after the completion of the method when necessary. The method is validated by a simply supported beam and a high-rise frame. Due to the unsatisfactory SSI results from the SSI by OM using minimum sets, three ways of using redundant measurements are proposed. The SSI by compatible OM reduces the incompatibility due to measurement errors by imposing the compatibility conditions in beam-like structures. In the second method, the theoretical advantage of using rotations in SSI is justified by a statistical analysis using the analytical expression of the target parameters and the inverse distribution theory. Then four strategies to use redundant rotations are proposed and compared. The model averaging method using only rotations is proposed. As the SSI by compatible OM and the model averaging method are subjected to the limit of structure type or measurement type, the SSI by Measurement Error-Minimizing OM (MEMOM) is proposed. In this method, the measurement error terms are separated from the coefficient matrix of the observability equations and the estimations are obtained by minimizing the square sum of the ratios between the error terms and the measurements. The performance of the method is investigated with respect to factors including loading cases, parameterization, measurement types and constraint types. The Optimal Sensor Placement problem for static SSI is addressed in this thesis and is formulated as maximizing the determinant of the Fisher Information Matrix (FIM) using genetic algorithm. Meanwhile, the identifiability of the structural parameters is evaluated according to the diagonal elements of the inversed FIM.
Durante las etapas de construcción y operación de las estructuras, varios factores conducen a una degradación irreversible que podría afectar el uso normal y la seguridad pública de estas estructuras. En los últimos años, ha sido común llevar a cabo la evaluación de las condiciones de las estructuras utilizando métodos de Identificación del Sistema Estructural (SSI). SSI es la aplicación de la estimación de parámetros en el sistema estructural. Un aspecto clave en SSI es garantizar la observabilidad de los parámetros a estimar. Esto ya fue abordado por el SSI mediante el Método de Observabilidad (OM) utilizando pruebas estáticas. Sin embargo, falta un análisis sistemático del efecto de los errores de medición y simulación para este método. Una ramificación de este análisis son las estrategias efectivas para usar mediciones redundantes para abordar los errores de medición. Mientras tanto, la linealización de incógnitas en el SSI por OM podría llevar a la omisión de incógnitas observables. Esta tesis doctoral presenta un método SSI unificado en el marco de OM para estructuras 2D modeladas por elementos de haz. El método se basa en la información (cargas externas, deflexiones medidas y rotaciones) obtenida durante las pruebas estáticas. Este trabajo reúne seis contribuciones metodológicas concebidas para (1) extraer tanta información como sea posible de las mediciones para garantizar la observabilidad de los parámetros objetivo; (2) analizar el efecto de errores de medición y errores de simulación en los resultados de la estimación; (3) proponer diferentes estrategias para usar medidas redundantes para mejorar la precisión de la estimación; (4) coloque los sensores en una configuración óptima para obtener estimaciones robustas para los parámetros objetivo. En primer lugar, el procedimiento de SSI por OM se presenta y valida mediante mediciones sin errores en una estructura similar a un haz. A continuación, se analizan los efectos de los errores de medición y simulación sobre la precisión del resultado de la estimación para los conjuntos mínimos de medición que garantizan la observabilidad de todos los parámetros. Los factores estudiados incluyen errores de medición únicos, errores de medición aleatoria, niveles de error y casos de carga. También se discute la influencia del proceso recursivo de SSI por OM. Para resolver el problema de juzgar erróneamente los conjuntos mínimos de medición causados ​​por la suposición lineal en el SSI por OM, se propone el SSI por OM restringido. Las restricciones no lineales son reintroducidas por optimizaciones después de la finalización del método cuando sea necesario. El método es validado por una viga simplemente compatible y un marco de gran altura. Debido a los resultados SSI insatisfactorios del SSI por OM que utilizan conjuntos mínimos, se proponen tres formas de utilizar medidas redundantes. El SSI por OM compatible reduce la incompatibilidad debida a errores de medición al imponer las condiciones de compatibilidad en estructuras similares a vigas. En el segundo método, la ventaja teórica de usar rotaciones en SSI se justifica mediante un análisis estadístico que utiliza la expresión analítica de los parámetros objetivo y la teoría de distribución inversa. Luego, se proponen y se comparan cuatro estrategias para usar rotaciones redundantes. Se propone el método de promediado modelo utilizando solo rotaciones. Como el SSI por el OM compatible y el método de promediado del modelo están sujetos al límite del tipo de estructura o tipo de medida, se propone el SSI mediante OM de minimización de errores de medición (MEMOM). En este método, los términos de error de medición se separan de la matriz de coeficientes de las ecuaciones de observabilidad y las estimaciones se obtienen al minimizar la suma cuadrada de las relaciones entre los términos de error y las mediciones. El rendimiento del método se investiga con respecto a factores que incluyen casos de carga, parametrización, tipos de medición y tipos de restricciones. El problema de la ubicación óptima del sensor para SSI estático se aborda en esta tesis y se formula como la maximización del determinante de la matriz de información de Fisher (FIM) mediante el uso de algoritmo genético. Mientras tanto, la identificabilidad de los parámetros estructurales se evalúa de acuerdo con los elementos diagonales de la FIM inversa.
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Bosman, Petrus. "Static hedging of barrier options : a review of four methods." Master's thesis, University of Cape Town, 2003. http://hdl.handle.net/11427/14974.

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Bibliography: leaves 85-87.
This paper examines the static hedging of a European up-and-out call option. Four different static hedging models are examined in detail and are implemented. Their hedging performance is examined in a framework that aims to simulate real market conditions. This is done to determine the practical usefulness of the static hedging schemes in comparison with dynamic delta hedging. Only one of the four models, by Derman, Ergener and Kani (1995) seems to show promise when transaction costs and stochastic volatility are taken into account.
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de, Silva Hidda Marakkala Gayan Ruchika. "Analýza síťové bezpečnosti." Doctoral thesis, Vysoké učení technické v Brně. Fakulta informačních technologií, 2012. http://www.nusl.cz/ntk/nusl-261266.

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Práce představuje model a metody analýzy vlasností komunikace v počítačových sítích. Model dosažitelnosti koncových prvků v IP sítích je vytvořen na základě konfigurace a síťové topologie a umožňuje ukázat, že vabraný koncový uzel je dosažitelný v dané síťové konfiguraci a stavu.   Prezentovaná práce se skládá ze dvou částí. První část se věnuje modelování sítí, chování směrovaích protokolů a síťové konfiguraci. V rámci modelu sítě byla vytvořena modifikovaná topologická tabulka (MTT), která slouží pro agregaci síťových stavů určených pro následnou analýzu. Pro analýzu byl použit přístup založený na logickém programování, kdy model sítě je převeden do Datalog popisu a vlastnosti jsou ověřovány kladením dotazů nad logickou databází. Přínosy práce spočívají v definici grafu síťových filtrů, modifikované topologické tabulce, redukce stavového prostoru agrgací síťových stavů, modelů aktivního síťového prvku jako filter-transformace komponenty a metoda pro analýzu dosažitelnosti založena na logickém programování a databázích.
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Turro, Ernest. "Statistcal methods for gene expression analysis using microarray and RNA-Seq data." Thesis, Imperial College London, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.534964.

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Gao, Chunwang. "Statisical method and simulation on detecting cracks in vibrothermography inspection." [Ames, Iowa : Iowa State University], 2010. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3403798.

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Books on the topic "Statical Methods"

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I͡A, Kint͡sis T., ed. Static test methods for composites. New York, N.Y: Van Nostrand Reinhold Co., 1985.

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Using MSC/NASTRAN: Statics and dynamics. New York: Springer-Verlag, 1989.

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Rao, D. S. Prakash. Graphical methods in structural analysis. London: Sangam Books, 1997.

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Dual-number methods in kinematics, statics, and dynamics. Boca Raton, Fla: CRC Press, 1999.

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András, Simonovits. Mathematical methods in dynamic economics. New York: St. Martin's Press, 2000.

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András, Simonovits. Mathematical methods in dynamic economics. Basingstoke: Macmillan, 2000.

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Cox, Mike. Static corrections for seismic reflection surveys. Tulsa, Okla: Society of Exploration Geophysicists, 1999.

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Ferguson, Keith D. Static and kinetic methods to predict acid mine drainage. Edited by Gerrard C. M. Irvington-on-Hudson, NY: Elsevier Science Publishers B.V, 1986.

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Oñate, Eugenio. Structural Analysis with the Finite Element Method Linear Statics. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1.

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service), SpringerLink (Online, ed. Structural Analysis with the Finite Element Method: Linear Statics. Dordrecht: Springer Netherlands, 2009.

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Book chapters on the topic "Statical Methods"

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Götze, Uwe, Deryl Northcott, and Peter Schuster. "Static Methods." In Springer Texts in Business and Economics, 29–46. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-45851-8_2.

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Albarghouthi, Aws. "Fairness: A Formal-Methods Perspective." In Static Analysis, 1–4. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99725-4_1.

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Öchsner, Andreas. "Integration Methods for Transient Problems." In Computational Statics and Dynamics, 351–70. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0733-0_9.

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Öchsner, Andreas. "Integration Methods for Transient Problems." In Computational Statics and Dynamics, 427–47. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1278-0_10.

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Thakur, Aditya, and Thomas Reps. "A Generalization of Stålmarck’s Method." In Static Analysis, 334–51. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-33125-1_23.

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Doyle, James F. "Computer Methods II." In Static and Dynamic Analysis of Structures, 341–82. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3420-0_13.

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Doyle, James F. "Computer Methods I." In Static and Dynamic Analysis of Structures, 177–208. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3420-0_7.

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Agrawal, Sunil Kumar, and Brian C. Fabien. "Numerical Methods: Static Optimization." In Solid Mechanics and Its Applications, 19–39. Dordrecht: Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-015-9149-2_2.

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Markley, F. Landis, and John L. Crassidis. "Static Attitude Determination Methods." In Fundamentals of Spacecraft Attitude Determination and Control, 183–233. New York, NY: Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4939-0802-8_5.

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Poggensee, Kay, and Jannis Poggensee. "Static Investment Calculation Methods." In Springer Texts in Business and Economics, 31–84. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-62440-8_2.

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Conference papers on the topic "Statical Methods"

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Yarza, Irune, Mikel Azkarate-askatsua, Peio Onaindia, Philipp Ittershagen, Kim Grüttner, and Wolfgang Nebel. "Static/dynamic real-time legacy software migration." In RAPIDO '20: Methods and Tools. New York, NY, USA: ACM, 2020. http://dx.doi.org/10.1145/3375246.3375257.

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Gockenbach, E., C. D. Ritschel, L. Jung, and J. L. ter Haseborg. "Investigations on the Linearity of Indirect Effects with Different Methods." In International Conference on Lightning and Static Electricity. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1999. http://dx.doi.org/10.4271/1999-01-2384.

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Andrianova, Aleftina, and Vladimir Itsykson. "Generating unit tests using static analysis and contracts." In 2013 Tools & Methods of Program Analysis (TMPA). IEEE, 2013. http://dx.doi.org/10.1109/tmpa.2013.7163725.

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Ritschel, C. D., and E. Gockenbach. "A New Spark Detection Method for Direct Effects Using a Video System." In International Conference on Lightning and Static Electricity. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1999. http://dx.doi.org/10.4271/1999-01-2387.

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Autschbach, Jochen, George Maroulis, and Theodore E. Simos. "Molecular Response Properties Calculated and Analyzed Using Static and Time-Dependent DFT." In Computational Methods in Science and Engineering. AIP, 2007. http://dx.doi.org/10.1063/1.2827000.

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Kapratwar, Ankita, Fabio Di Troia, and Mark Stamp. "Static and Dynamic Analysis of Android Malware." In 1st International Workshop on FORmal methods for Security Engineering. SCITEPRESS - Science and Technology Publications, 2017. http://dx.doi.org/10.5220/0006256706530662.

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Matar, T., F. Hage Chehade, J. Harb, M. Rahhal, D. Youssef Abdel Massih, C. Abdallah, E. Ibrahim, et al. "STATIC AND DYNAMIC ANALYSES OF DAHR EL BAIDAR SLOPE." In 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3579.1600.

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Bartoletti, Massimo, and Roberto Zunino. "Static Enforcement of Service Deadlines." In 2010 8th IEEE International Conference on Software Engineering and Formal Methods (SEFM). IEEE, 2010. http://dx.doi.org/10.1109/sefm.2010.41.

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Nezami, Erfan G., and Youssef M. A. Hashash. "The Use of Static Discrete Element Method to Simulate Biaxial Compression Test." In Third International Conference on Discrete Element Methods. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40647(259)52.

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Abboud, T., D. Barbier, G. Peres, and F. Be[acute ]reux. "Integral Equation Method for Lightning Indirect Effects and HIRF Applications." In International Conference on Lightning [amp ] Static Electricity (ICOLSE 2015). Institution of Engineering and Technology, 2015. http://dx.doi.org/10.1049/ic.2015.0211.

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Reports on the topic "Statical Methods"

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Vladimirsky, Alexander Boris. Fast methods for static Hamilton-Jacobi Partial Differential Equations. Office of Scientific and Technical Information (OSTI), January 2001. http://dx.doi.org/10.2172/827572.

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Prince, Zachary M., Jean C. Ragusa, and Yaqi Wang. Improved Quasi-Static Method: IQS Method Implementation for CFEM Diffusion in Rattlesnake. Office of Scientific and Technical Information (OSTI), February 2016. http://dx.doi.org/10.2172/1261241.

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Gehin, Jess C. A quasi-static polynomial nodal method for nuclear reactor analysis. Office of Scientific and Technical Information (OSTI), September 1992. http://dx.doi.org/10.2172/10102801.

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Chitrakaran, Vilas K., and Darren M. Dawson. A Lyapunov-Based Method for Estimation of Euclidean Position of Static Features Using a Single Camera. Fort Belvoir, VA: Defense Technical Information Center, January 2006. http://dx.doi.org/10.21236/ada462605.

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Smith, Jovanca J., and Joseph E. Bishop. A comparison of the lattice discrete particle method to the finite-element method and the K&C material model for simulating the static and dynamic response of concrete. Office of Scientific and Technical Information (OSTI), November 2013. http://dx.doi.org/10.2172/1204097.

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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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Johnson, Corey, Colton James, Sarah Traughber, and Charles Walker. Postoperative Nausea and Vomiting Implications in Neostigmine versus Sugammadex. University of Tennessee Health Science Center, July 2021. http://dx.doi.org/10.21007/con.dnp.2021.0005.

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Purpose/Background: Postoperative nausea and vomiting (PONV) is a frequent complaint in the postoperative period, which can delay discharge, result in readmission, and increase cost for patients and facilities. Inducing paralysis is common in anesthesia, as is utilizing the drugs neostigmine and sugammadex as reversal agents for non-depolarizing neuromuscular blockers. Many studies are available that compare these two drugs to determine if neostigmine increases the risk of PONV over sugammadex. Sugammadex has a more favorable pharmacologic profile and may improve patient outcomes by reducing PONV. Methods: This review included screening a total of 39 studies and peer-reviewed articles that looked at patients undergoing general anesthesia who received non-depolarizing neuromuscular blockers requiring either neostigmine or sugammadex for reversal, along with their respective PONV rates. 8 articles were included, while 31 articles were removed based on our exclusion criteria. These were published between 2014 and 2020 exclusively. The key words used were “neostigmine”, “sugammadex”, “PONV”, along with combinations “paralytic reversal agents and PONV”. This search was performed on the scholarly database MEDLINE. The data items were PONV rates in neostigmine group, PONV rates in sugammadex group, incidence of postoperative analgesic consumption in neostigmine group, and incidence of postoperative analgesic consumption in sugammadex group. Results: Despite numerical differences being noted in the incidence of PONV with sugammadex over reversal with neostigmine, there did not appear to be any statistically significant data in the multiple peer-reviewed trials included in our review, for not one of the 8 studies concluded that there was a higher incidence of PONV in one drug or the other of an y clinical relevance. Although the side-effect profile tended to be better in the sugammadex group than neostigmine in areas other than PONV, there was not sufficient evidence to conclude that one drug was superior to the other in causing a direct reduction of PONV. Implications for Nursing Practice: There were variable but slight differences noted between both drug groups in PONV rates, but it remained that none of the studies determined it was statically significant or clinically conclusive. This review did, however, note other advantages to sugammadex over neostigmine, including its pharmacologic profile of more efficiently reversing non-depolarizing neuromuscular blocking drugs and its more favorable pharmacokinetics. This lack of statistically significant evidence found within these studies consequentially does not support pharmacologic decision-making of one drug in favor of the other for reducing PONV; therefore, PONV alone is not a sufficient rationale for a provider to justify using one reversal over another at the current time until further research proves otherwise.
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Tucker-Blackmon, Angelicque. Engagement in Engineering Pathways “E-PATH” An Initiative to Retain Non-Traditional Students in Engineering Year Three Summative External Evaluation Report. Innovative Learning Center, LLC, July 2020. http://dx.doi.org/10.52012/tyob9090.

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The summative external evaluation report described the program's impact on faculty and students participating in recitation sessions and active teaching professional development sessions over two years. Student persistence and retention in engineering courses continue to be a challenge in undergraduate education, especially for students underrepresented in engineering disciplines. The program's goal was to use peer-facilitated instruction in core engineering courses known to have high attrition rates to retain underrepresented students, especially women, in engineering to diversify and broaden engineering participation. Knowledge generated around using peer-facilitated instruction at two-year colleges can improve underrepresented students' success and participation in engineering across a broad range of institutions. Students in the program participated in peer-facilitated recitation sessions linked to fundamental engineering courses, such as engineering analysis, statics, and dynamics. These courses have the highest failure rate among women and underrepresented minority students. As a mixed-methods evaluation study, student engagement was measured as students' comfort with asking questions, collaboration with peers, and applying mathematics concepts. SPSS was used to analyze pre-and post-surveys for statistical significance. Qualitative data were collected through classroom observations and focus group sessions with recitation leaders. Semi-structured interviews were conducted with faculty members and students to understand their experiences in the program. Findings revealed that women students had marginalization and intimidation perceptions primarily from courses with significantly more men than women. However, they shared numerous strategies that could support them towards success through the engineering pathway. Women and underrepresented students perceived that they did not have a network of peers and faculty as role models to identify within engineering disciplines. The recitation sessions had a positive social impact on Hispanic women. As opportunities to collaborate increased, Hispanic womens' social engagement was expected to increase. This social engagement level has already been predicted to increase women students' persistence and retention in engineering and result in them not leaving the engineering pathway. An analysis of quantitative survey data from students in the three engineering courses revealed a significant effect of race and ethnicity for comfort in asking questions in class, collaborating with peers outside the classroom, and applying mathematical concepts. Further examination of this effect for comfort with asking questions in class revealed that comfort asking questions was driven by one or two extreme post-test scores of Asian students. A follow-up ANOVA for this item revealed that Asian women reported feeling excluded in the classroom. However, it was difficult to determine whether these differences are stable given the small sample size for students identifying as Asian. Furthermore, gender differences were significant for comfort in communicating with professors and peers. Overall, women reported less comfort communicating with their professors than men. Results from student metrics will inform faculty professional development efforts to increase faculty support and maximize student engagement, persistence, and retention in engineering courses at community colleges. Summative results from this project could inform the national STEM community about recitation support to further improve undergraduate engineering learning and educational research.
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STRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.

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To study the mechanism of load transfer in double-side-plate connections between I-beams and wall-type concrete-filled steel tubular columns, a pseudo-static experiment and finite element analysis were conducted for two full-scaled specimens. The results revealed that the primary load was transmitted along an S-shaped path in the side plate, and the primary strain occurred in an X-shaped region between the left and right steel beam flanges. The shear force in the steel beam web was transmitted first to the side plate centre and then to the joint area, where the side plate, steel tube web, and concrete all resisted the internal force. Based on principal component methods, a calculation formula was established for initial rotational stiffness that comprehensively considers the influence of the tensions, compression, and shear deformation of the cover plate, side plate, and web. Comparing this formula with an existing model showed that the proposed formula is suitable for new types of side plate joints. Moreover, it can accurately calculate the initial rotational stiffness of the joint, thus providing a reliable basis for future engineering design.
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