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Literatura académica sobre el tema "Capacity diagram"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 10 de febrero de 2022

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Artículos de revistas sobre el tema "Capacity diagram"

Cobb, Barry R. "Influence Diagrams for Capacity Planning and Pricing under Uncertainty". Journal of Management Accounting Research 21, n.º 1 (1 de enero de 2009): 75–97. http://dx.doi.org/10.2308/jmar.2009.21.1.75.

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ABSTRACT: Influence diagrams are presented as a complement to analytical methods for solving capacity-planning and pricing problems under uncertainty. An influence diagram model that permits continuous decision variables is used to determine optimal decision rules for a single product monopolist making capacity and price selections once per period. Solutions under different scenarios based on the timing of actual demand observations and the ability to adjust initial capacity are compared to previous solutions in the literature. The results demonstrate that optimal decision rules for capacity and price determined using influence diagrams closely approximate those found using analytical approaches. The influence diagram is used to determine the effect of changing demand function parameters on the optimal solutions. Additionally, the influence diagram model can be adapted to solve capacity-planning problems that do not meet the assumptions required to obtain analytical solutions or heuristics in previous studies.

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Yang, KwangSoo, Apurv Hirsh Shekhar, Dev Oliver y Shashi Shekhar. "Capacity-Constrained Network-Voronoi Diagram". IEEE Transactions on Knowledge and Data Engineering 27, n.º 11 (1 de noviembre de 2015): 2919–32. http://dx.doi.org/10.1109/tkde.2015.2445756.

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Safitri, Endah, Iswandi Imran, Nuroji y Sholihin Asa'ad. "The Effect of Steel Ring Width Variations as the External Confinement on Load-Moment Interaction Behavior of Reinforced Concrete Column". Applied Mechanics and Materials 845 (julio de 2016): 188–92. http://dx.doi.org/10.4028/www.scientific.net/amm.845.188.

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Nowaday, we require higher capacity and ductility of structural member particulary in reinforced concret column in construction world. One way to improve the ductility and carrying capacity of concrete is confining the concrete. To investigate the effects of external confinement on column capacity, an analytical study is carried out. A steel ring external confinement is used in this study. The stress-strain diagrams design for confined concrete are developed by considering different proposed confined models based on width variations of the steel ring. The test results showed that steel ring are effective as external confinement in confining the concrete. Capability of concrete to support load simultaneously is increasing along the width of the ring. Its effect on column capacity is studied in terms of load – moment interaction diagram of column. The presence of external reinforcement expands the interaction diagram of the column particularly when it is in the compression-controlled region.

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Chopra, Anil K. y Rakesh K. Goel. "Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum". Earthquake Spectra 15, n.º 4 (noviembre de 1999): 637–56. http://dx.doi.org/10.1193/1.1586065.

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An improved capacity-demand-diagram method that uses the well-known constant-ductility design spectrum for the demand diagram is developed and illustrated by examples. This method estimates the deformation of inelastic SDF systems consistent with the selected inelastic design spectrum, while retaining the attraction of graphical implementation of the ATC-40 Nonlinear Static Procedure. One version of the improved method is graphically similar to ATC-40 Procedure A whereas the second version is graphically similar to ATC-40 Procedure B. However, the improved procedures differ from ATC-40 procedures in one important sense. The demand diagram used is different: the constant-ductility demand diagram for inelastic systems in the improved procedure versus the elastic demand diagram in ATC-40 for equivalent linear systems. The improved method can be conveniently implemented numerically if its graphical features are not important to the user. Such a procedure, based on equations relating the yield strength reduction factor, Ry, and ductility factor, μ, for different period, Tn, ranges, has been presented, and illustrated by examples using three different Ry - μ - Tn relations.

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Zhang, Xiujun, Muhammad Ibrahim, Syed Bokhary y Muhammad Siddiqui. "Edge Irregular Reflexive Labeling for the Disjoint Union of Gear Graphs and Prism Graphs". Mathematics 6, n.º 9 (21 de agosto de 2018): 142. http://dx.doi.org/10.3390/math6090142.

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In graph theory, a graph is given names—generally a whole number—to edges, vertices, or both in a chart. Formally, given a graph G = ( V , E ) , a vertex naming is a capacity from V to an arrangement of marks. A diagram with such a capacity characterized defined is known as a vertex-marked graph. Similarly, an edge naming is a mapping of an element of E to an arrangement of marks. In this case, the diagram is called an edge-marked graph. We consider an edge irregular reflexive k-labeling for the disjoint association of wheel-related diagrams and deduce the correct estimation of the reflexive edge strength for the disjoint association of m copies of some wheel-related graphs, specifically gear graphs and prism graphs.

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Holan, Jakub y Radek Štefan. "Regarding the Interaction Diagram of Reinforced Concrete Cross-Section". Solid State Phenomena 292 (junio de 2019): 164–72. http://dx.doi.org/10.4028/www.scientific.net/ssp.292.164.

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The paper deals with the problems and ambiguities that were solved while developing a computer program capable of constructing accurate interaction diagrams. These problems are not satisfactorily described in available literature. Within the paper, amongst other things, the issue of strain of concrete at the ultimate load capacity of a cross-section is also discussed. The developed computer program is available for free and it is possible to use it for the calculation and construction of an interaction diagram of a doubly reinforced rectangular cross-section. More specifically, it provides a subprogram that constructs a simplified point interaction diagram as well as a subprogram that constructs an accurate interaction diagram assuming complex nonlinear stress-strain behaviour of materials.

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Hougaard, Anna Katrine. "Architectural Drawing - An Animate Field". Open House International 40, n.º 2 (1 de junio de 2015): 44–53. http://dx.doi.org/10.1108/ohi-02-2015-b0007.

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Architectural drawing is changing because architects today draw with computers. Due to this change digital diagrams employed by computational architectural practices are often emphasized as powerful structures of control and organisation in the design process. But there are also diagrams, which do not follow computational logic worth paying attention to. In the following I will investigate one such other kind of diagram, a sketch diagram, which has a play-like capacity where rules can be invented and changed as you go. In that way, sketch diagrams are related to steered indeterminacy and authorial ways of directing behaviour of artefacts and living things without controlling this behaviour completely. I analyse a musical composition by John Cage as an example of a sketch diagram, and then hypothesize that orthogonal, architectural drawing can work in similar ways. Thereby I hope to point out important affordance of architectural drawing as a ¬hybrid between the openness of hand-sketching and the rule-basedness of diagramming, an affordance which might be useful in the migrational zone of current architectural drawing where traditional hand drawing techniques and computer drawing techniques are being combined with each other.

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N., SAVCHENKO. "EQUALIZING BUILDING LOAD DIAGRAM BY THE METHOD OF RANDOM COMPONENT COMPENSATION WHEN CONNECTING A GROUP OF KINETIC ENERGY STORAGES TO POWER SUPPLY SYSTEM". Journal of Electrical and power engineering 24, n.º 1 (21 de mayo de 2021): 39–45. http://dx.doi.org/10.31474/2074-2630-2021-1-39-45.

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The article presents the results of a theoretical study of the process of regulating the load diagram while compensating its random component by connecting a group of kinetic energy storages devices to the power supply system of the administrative building. Daily load diagrams of the administrative building are presented in the form of an additive model. The definition of the law of load distribution is validated. The structure of group of kinetic power storages connecting to the power supply system of administrative building has been developed to compensate the random component of the load diagram. A method of load diagrams equalizing by random component compensating is proposed. Application of the proposed method of load equalizing will allow controlling effectively the capacity of load in the building’s internal power supply system.

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Plyusnin, Mixail G. y Sergey V. Tsybakin. "An experimental study on variability of deformation characteristics of concrete in compression". Vestnik MGSU, n.º 10 (octubre de 2020): 1390–98. http://dx.doi.org/10.22227/1997-0935.2020.10.1390-1398.

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Introduction. An experimental study on variability of deformation characteristics of concrete and an assessment of its influence on the bearing capacity of eccentrically compressed reinforced concrete elements were performed. In pursuance of effective regulatory documents, a non-linear deformation model was applied to perform the strength analysis of standard cross sections of reinforced concrete structures. The application of this method in probabilistic design is also of interest. Analytical functions approximating the true σ–ε diagram, made for concrete, use strength and deformation characteristics of concrete as parameters. However, variability of deformation characteristics of concrete has not been sufficiently studied, although it may have significant influence on results of analyses. Materials and methods. Complete σ–ε diagrams were made for uniaxially compressed concrete to solve this problem. These diagrams were applied to numerically assess the influence of variability of deformation characteristics of concrete on the bearing capacity of an eccentrically compressed reinforced concrete element in terms of its standard cross section. A non-linear deformation model was used to identify the bearing capacity. Results. The experiment has proven substantial variation of diagram shapes within the same strength class. The influence of the εb0 value of ultimate deformations of concrete on the bearing capacity is demonstrated for a standard cross section as a result of the strength analysis of an eccentrically compressed reinforced concrete element. The strength analysis was performed by applying experimental σ–ε diagrams made for uniaxially compressed concrete. Conclusions. The analysis of the findings has shown that the value of ultimate deformations of concrete exposed to uniaxial compression affects the bearing capacity of eccentrically compressed reinforced concrete elements. The degree of influence depends on concrete strength, reinforcement percentage and the eccentricity of a longitudinal force.

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Nadim, Farrokh y Suzanne Lacasse. "Probabilistic bearing capacity analysis of jack-up structures". Canadian Geotechnical Journal 29, n.º 4 (1 de agosto de 1992): 580–88. http://dx.doi.org/10.1139/t92-065.

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A probabilistic approach to the analysis of the bearing capacity of jack-up spud can foundations is described. The procedure includes three steps: (i) a priori deterministic and probabilistic calculation of bearing capacity interaction diagram for the soil foundation under each leg of the jack up, (ii) updating of the interaction diagram from the measured vertical preloading values, and (iii) one-leg component and multileg system reliability analyses of the structure under environmental loads. The probabilistic formulation is based on the first- and second-order reliability approximations. An example calculation of a jack-up spud can structure on a layered clay profile is made to illustrate the procedure. Key words : jack up, bearing capacity, probabilistic analysis, system reliability.

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Tesis sobre el tema "Capacity diagram"

Šály, Peter. "Návrh nabídkového diagramu řady čerpadel". Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2011. http://www.nusl.cz/ntk/nusl-229711.

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My diploma thesis describes a procedure of creating interactive computer software for company ISH&MSA Čerpadla a.s. in its theoretical part as well as in its practical part. It is a proposal diagram of centrifugal pumps which consists of made and nonmade pumps. After the selection of a certain pump, according to the required parameters of capacity of pump and transit height, the output of the programme is drawing of a flows characteristic, characteristics of coiled paddlewheel and curves of dissipation without any differences in whether the pump is made or not. There is an operating procedure from the initial work with data, short demonstrations from source code, computation of nonmeasured pump to the ascending flows characteristics in practical part of my diploma thesis. In theoretical part, there are explained principles that are needed for comprehension of a pump reform which are used in practical part.

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Jin, Zhuang. "Numerical investigation of caisson foundations in sand under combined monotonic loadings for offshore wind turbines". Thesis, Ecole centrale de Nantes, 2019. http://www.theses.fr/2019ECDN0002/document.

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Cette thèse de doctorat porte sur la réponse des fondations caisson dans du sable pour les éoliennes en mer soumises à des chargements monotones et cycliques combinés. Le processus de défaillance et l’enveloppe de rupture (diagramme de capacité portante) d’une fondation en caisson dans du sable soumise à des chargements monotones combinés sont premièrement étudiés à l’aide du modèle constitutif de Mohr-Coulomb. La méthode Lagrangian-Smoothed Particle Hydrodynamics Combinée (CLSPH) est adoptée pour prendre en compte les grandes déformations et les limites de l'approche sont mises en évidence. Une loi constitutive basée sur la notion de l’état critique pour le sable récemment mis au point (SIMSAND) est ensuite introduite et utilisée avec la méthode CLSPH. Des tests d’effondrement du sol dans un canal rectangulaire et d’une colonne granulaire en prenant en compte différentes géométries sont simulés afin de valider l’approche en termes de morphologie de dépôt final, des profils d’écoulement et de zones non perturbées. La méthode CLSPH et le modèle SIMSAND sont ensuite utilisés pour étudier le diagramme de capacité portante des fondations caisson dans du sable. Différents paramètres ayant une incidence sur la forme et la taille de l'enveloppe de rupture sont pris en compte, tels que la densité et la rigidité du sol, la résistance au frottement, la rupture des grains, la géométrie et les dimensions de la fondation. Une formule analytique est introduite pour décrire la surface de rupture 3D capable à reproduire les résultats numériques. Sur la base de la formule analytique proposée, un macro-élément pour des fondations caisson dans du sable soumises à des chargements monotones et cycliques est finalement développé dans le cadre de l'hypoplasticité. L’outil numérique proposé est validé avec des résultats expérimentaux
This PhD thesis deals with the response of caisson foundations in sand for offshore wind turbines submitted to combined monotonic and cyclic loadings. First, the failure process and failure envelope (or bearing capacity diagram) of a caisson foundation in sand under combined monotonic loadings is investigated using the conventional Mohr-Coulomb constitutive model. A Combined Lagrangian-Smoothed Particle Hydrodynamics(CLSPH) method is adopted to consider large deformations and the limitations of the approach are highlighted. A recently developed critical state model for sand (SIMSAND) is then introduced and combined with the CLSPH method. Rectangular channel soil collapse tests and granular column collapse tests considering different aspect ratios are simulated to validate the approach in terms of final deposit morphologies, flow profiles and undisturbed areas.The CLSPH method and the SIMSAND model are then used to investigate the bearing capacity diagram of the caisson foundation in sand. Different parameters affecting the shape and size of the failure envelope are considered, as soil density and stiffness, friction strength, grain breakage, geometry and aspect ratio of the foundation. An analytical formula is introduced to describe the 3D failure surface reproducing the numerical results. Based on the proposed analytical formula, a macro-element for the caisson foundation in sand submitted to monotonic and cyclic loadings is finally developed within the framework of hypoplasticity. Validation is provided through comparison with experimental results

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He, Bo. "High-Capacity Cool Thermal Energy Storage for Peak Shaving - a Solution for Energy Challenges in the 21st century". Doctoral thesis, KTH, Chemical Engineering and Technology, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3781.

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Due to climatic change, increasing thermal loads inbuildings and rising living standards, comfort cooling inbuildings is becoming increasingly important and the demand forcomfort cooling is expanding very quickly around the world. Theincreased cooling demand results in a peak in electrical powerdemand during the hottest summer hours. This peak presents newchallenges and uncertainties to electricity utilities and theircustomers.

Cool thermal storage systems have not only the potential tobecome one of the primary solutions to the electrical powerimbalance between production and demand, but also shift coolingenergy use to off-peak periods and avoid peak demand charges.It increases the possibilities of utilizing renewable energysources and waste heat for cooling generation. In addition, acool storage can actually increase the efficiency of combinedheat and power (CHP) generation provided that heat drivencooling is coupled to CHP. Then, the cool storage may avoidpeaks in the heat demand for cooling generation, and this meansthat the CHP can operate at design conditions in most oftime.

Phase Change Materials (PCMs) used for cool storage hasobtained considerable attention, since they can be designed tomelt and freeze at a selected temperature and have shown apromising ability to reduce the size of storage systemscompared with a sensible heat storage system because they usethe latent heat of the storage medium for thermal energystorage.

The goal of this thesis is to define suitable PCM candidatesfor comfort cooling storage. The thesis work combines differentmethods to determine the thermophysical properties oftetradecane, hexadecane and their binary mixtures, anddemonstrates the potential of using these materials as PCM forcomfort cooling storage. The phase equilibrium of the binarysystem has been studied theoretically as well asexperimentally, resulting in the derivation of the phasediagram. With knowledge of the liquid-solid phase equilibriumcharacteristics and the phase diagram, an improvedunderstanding is provided for the interrelationships involvedin the phase change of the studied materials. It has beenindicated that except for the minimum-melting point mixture,all mixtures melt and freeze within a temperature range and notat a constant temperature, which is so far often assumed in PCMstorage design. In addition, the enthalpy change during thephase transition (heat of fusion) corresponds to the phasechange temperature range; thus, the storage density obtaineddepends on how large a part of the phase change temperaturerange is valid for a given application.

Differential Scanning Calorimetery (DSC) is one frequentlyused method in the development of PCMs. In this thesis, it hasbeen found that varying results are obtained depending on theDSC settings throughout the measurements. When the DSC runs ata high heating/cooling rate it will lead to erroneousinformation. Also, the correct phase transition temperaturerange cannot be obtained simply from DSC measurement. Combiningphase equilibrium considerations with DSC measurements gives areliable design method that incorporates both the heat offusion and the phase change temperature range.

The potential of PCM storage for peak shaving in differentcooling systems has been demonstrated. A Computer model hasbeen developed for rapid phase equilibrium calculation. The useof phase equilibrium data in the design of a cool storagesystem is presented as a general methodology.

Keywords:Comfort cooling, peak shaving, PCM, coolthermal storage system, DSC, phase change temperature range,the heat of fusion, phase equilibrium, phase diagram. Language:English

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Benzaria, Omar. "Contribution à l’étude du comportement des pieux sous chargements cycliques axiaux". Thesis, Paris Est, 2012. http://www.theses.fr/2012PEST1112/document.

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Dans le cadre du Projet National SOLCYP, le présent travail avait pour but d'étudier la réponse des pieux sous chargements axiaux pour les phases avant, pendant et après cycles. Pour atteindre cet objectif, une étude expérimentale étendue a donc été réalisée par le moyen de deux compagnes d'essais de chargements cycliques sur différents types de pieux instrumentées (battus, forés, vissés) dans deux sites expérimentaux : le site de Merville dans l'argile surconsolidée des Flandres et le site de Loon-Plage près de Dunkerque dans les sables denses des Flandres. Les essais cycliques comportaient des essais en compression, en traction et alternés avec des séries de cycles à forte amplitude conduisant à la rupture cyclique et des séries d'amplitude modérée à très grands nombres de cycles (N>5 000 cycles).L'interprétation de ces essais a englobé, d'une part, une analyse globale du comportement des pieux sous chargements cycliques notamment (i) la réduction de la capacité du pieu; (ii) le nombre de cycles que le pieu peut support avant la rupture (iii) l'évolution du déplacement en tête des pieux (rigidité cyclique). D'autre part, elle a intégré une étude locale en particulier sur la dégradation du frottement latéral et l'évolution de la résistance de pointe du pieu. Cette thèse, basée sur l'étude expérimentale, a permis la formulation des conclusions pratiques sur le comportement des pieux sous chargements cycliques axiaux et a proposé des perspectives pour bien cerner cette problématique
As part of the French National research project SOLCYP, the purpose of this work was study the behavior of the piles under axial loadings for the phases before, during and after cycles.To achieve this objective, an extensive series of static and cyclic axial pile load tests have been carried out in two experimental sites of the North of France: the overconsolidated Flandrian clays (Merville experimental site) and in dense Flandrian sands (Loon-Plage experimental site). Tests were performed on driven closed-ended pipe piles, bored piles and screwed. All piles were instrumented with retrievable extensometers for measuring the load distribution along the pile wall.Cyclic load tests were composed of series of cycles of constant load amplitude. A large range of load histories were applied including series of small amplitude cycles and great number of cycles (N > 5000) and series of large amplitude cycles leading to cyclic failure after a small number of cycles..A large volume of data has been interpreted to describe the effects of axial cyclic loads on the behavior of the piles. The interpretation of these tests included, on the one hand, a global analysis focusing on (i) the potential reduction on the ultimate axial capacity; (ii) the number of load cycles of a given load that the pile can sustain before cyclic failure and (iii) the evolution of displacements of the pile head during cyclic loading (pile stiffness). In addition, it integrated a local study in particular on shaft friction degradation along the pile wall and evolution of the resistance of point of the pile.This thesis, based on the experimental study, allowed the formulation of the practical conclusions on the behavior of the piles under axial cyclic loadings and proposed prospects for determining these problems well

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Černoch, Adam. "Vybrané způsoby zlepšení orientace řidiče v dopravním prostoru". Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2014. http://www.nusl.cz/ntk/nusl-233053.

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The aim of this thesis is to find suitable measures which will lead to the improvement of driver orientation in traffic spaceleading to lower the accident rate in the area. The theoretical part describes the traffic surveys that relate to the topic. Furthermore, the work mentioned detectors used for the implementation of automated traffic surveys. The theoretical part also describes methods that can be used to analyze the selected location and then design the ideal modification. At the end gives an overview of the various measures. In the practical part are different methodologies used for the analysis of selected intersections. Firstly, the analysis of observed conflict situations, including making conflicting diagram, under which was designed to measure. Then, the analysis of traffic accidents. Again, the result was a proposal for possible actions. The main objective was to compare and appreciation of both methodologies and proces design measures to improve driver orientation in the selected location.

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Džonlaga, Bogdan. "Contribution to the sizing of the modular multilevel converter". Thesis, Université Paris-Saclay (ComUE), 2019. http://www.theses.fr/2019SACLS297/document.

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Le convertisseur multiniveau modulaire (MMC) est une solution appropriée pour les réseaux HVDC grâce à sa modularité, sa faible fréquence de commutation et sa tension alternative quasi-sinusoïdale. En raison de sa topologie, son modèle mathématique est assez complexe et est donc souvent simplifié au stade de la conception. En particulier, la résistance équivalente au bras R, l'inductance du bras L et le courant circulant sont souvent négligés. Toutefois, les résultats expérimentaux obtenus avec notre prototype monophasé de MMC à pont complet à six niveaux ont montré que ces hypothèses ne sont pas toujours acceptables. Dans ce contexte, l'objectif de cette thèse est d'étudier l'impact de R, L et du courant de circulation sur la tension du condensateur du module et sur la zone de fonctionnement du MMC. Premièrement, nous avons étendu le modèle basé sur les intégrales communément utilisé et nous avons clarifié les hypothèses sur lesquelles il repose. Entre autres, des expressions pour les courants de circulation et courant DC ont été développées et comparées à celles que l’on trouve dans la littérature. Cela nous a permis d'analyser l'ondulation de la tension du condensateur du module en fonction de R et L, sans courant de circulation. Deuxièmement, pour surmonter les limites du modèle basé sur l'intégrale, nous avons proposé d'utiliser un modèle MMC invariant dans le temps en régime permanent dans le système dq0. Quelques hypothèses seulement sont nécessaires pour obtenir ce modèle, mais une évaluation numérique est requise. Cela nous a permis d'analyser la tension moyenne du condensateur du module et l'ondulation de tension du condensateur du module en fonction de R et L, avec et sans courant de circulation. Troisièmement, en utilisant le modèle invariant dans le temps en régime permanent, nous avons développé un diagramme PQ détaillé du MMC. Outre la limite de courant AC, la limite de courant DC et la limite d'indice de modulation classiques, nous avons ajouté plusieurs limites internes: courant de l'IGBT, courant efficace des bras et ondulation du courant et de la tension du condensateur du module. Les résultats ont été confirmés par simulation numérique à l'aide d'un modèle détaillé Matlab Simulink SimPowerSystems. Les résultats présentés dans cette thèse pourraient être utilisés pour optimiser le dimensionnement des composants de la MMC en fonction de sa zone d’exploitation et pour évaluer l’impact de différents paramètres sur les performances du MMC
The modular multilevel converter is a suitable solution for HVDC grids thanks to its modularity, low switching frequency and quasi-sinusoidal AC voltage. However, due to its topology, its mathematical model is quite complex and is therefore often simplified at the design stage. In particular, the arm equivalent resistance R, the arm inductance L and the circulating current are often neglected. But experimental results obtained with our 1-ph 6-level full-bridge MMC prototype showed that these hypotheses are not always acceptable. In this context, the goal of this thesis is to study the impact of accounting for R, L and the circulating current on the module capacitor voltage and on the operating area of the converter. First, we extended the commonly used integral based model and we clarified the hypotheses behind it. Among others, expressions for the circulating and dc currents have been developed and compared with the one that can be found in the literature. It allowed us to analyze the module capacitor voltage ripple as a function of R and L, without circulating current only. Second, to overcome the limitations of the integral based model, we proposed to use a steady state time invariant (DeltaSiga) MMC model in dq0 frame. Only few hypotheses are required to obtain this model, but a numerical evaluation is required. It allowed us to analyze the module capacitor average voltage and the module capacitor voltage ripple as a function of R and L, with and without circulating current. Third, using the steady state time invariant model, we developed a detailed PQ diagram of the MMC. In addition to the conventional AC current limit, DC current limit and modulation index limit, we added several internal limits: IGBT current, arm rms current and module capacitor voltage and current ripple. The results have been confirmed by numerical simulation using a detailed Matlab Simulink SimPowerSystems model. The results presented in this thesis could be used to optimize the sizing of the components of the MMC considering its operating area, and to assess the impact of different parameters on the MMC performance

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Čech, Ondřej. "Vliv namáhání alkalických akumulátorů na jejich parametry". Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2009. http://www.nusl.cz/ntk/nusl-217856.

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This master's thesis deals with alkaline battery characteristics and it has special consideration of nickel-cadmium cells. There are three main experimental parts in this paper. First one is concerned with positive electrode materials properties and is aimed to investigate impact of magnesium ions formed into nickel hydroxide electrode structure. Second part deals with battery charging/discharging and response measurement tool design. National Instruments hardware PXI modules for data acquisition was used and program in LabView environment was made. Last one is concerned with nickel-cadmium cell properties changes during increased temperature stressing. Investigation of cell self-charge changes during lithium hydroxide addition into electrolyte was made.

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Vácha, Pavel. "Výpočet jednofázového asynchronního motoru". Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2011. http://www.nusl.cz/ntk/nusl-219186.

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The master´s thesis deal with the thesis of a single-phase induction motor that is more and more used all over the world. Its aim is assembling the information about this type of motor and its calculation. The content of the first part is the theoretical analysis of a single-phase induction motor and acquirement ways of the stroke moment. Than the work contains a project of basic schema of the single-phase induction motor with an auxiliary phase. The practical part is devoted to an elaboration of demonstration example of the single-phase induction motor with concrete parameters calculation, its method was projected before. Than there is practising successived measuring on the motor of the same parameters made firm EMP s.r.o. Slavkov by Brno in this part. In the conclusion there is the evaluation of the whole process with reached results.

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Ilčík, David. "Železobetonová konstrukce bytového domu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240070.

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The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.

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Ferencz, Balázs. "Nosná železobetonová konstrukce objektu administrativní budovy". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226920.

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The Master’s thesis is focused on the analysis and design of selected members of load-bearing structure of an administration building according to the ultimate limit states (ULS) and seviceability limit states (SLS). The calculation and the analysis was supported by design software SCIA ENGINEER 2012. Structural analysis deals with the design of the reinforced concrete (RC) flat slab above the 4rd strorey which is particularly supported by RC columns and particularly lies on RC walls. Furthermore, the Master’s thesis contains analysis of some selected columns of last three storeys, column of lowest storey, construction of stairway between 4rd and 5th storeys. The work beside this deals with the calculation and design of foundation of the object. The rest parts of the load-bearing structure are not solved in the Master’s thesis.

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Libros sobre el tema "Capacity diagram"

Chiang-Hua, Su y United States. National Aeronautics and Space Administration., eds. Phase diagram of HgTe-ZnTe pseudobinary and density, heat capacity, and enthalpy of mixing of Hg₁-xZxTe pseudobinary melts. [Washington, DC: National Aeronautics and Space Administration, 1997.

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Phase diagram of HgTe-ZnTe pseudobinary and density, heat capacity, and enthalpy of mixing of Hg₁-xZxTe pseudobinary melts. [Washington, DC: National Aeronautics and Space Administration, 1997.

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Phase diagram of HgTe-ZnTe pseudobinary and density, heat capacity, and enthalpy of mixing of Hg₁-xZxTe pseudobinary melts. [Washington, DC: National Aeronautics and Space Administration, 1997.

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Ronen, Boaz, Joseph S. Pliskin y Shimeon Pass. The Seven Focusing Steps of the Theory of Constraints (DRAFT). Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780190843458.003.0004.

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The theory of constraints has the potential to increase throughput significantly, using existing resources. It consists of seven focusing steps that, when applied, can create extra capacity in operating rooms, emergency departments, imaging services, labs, and so on. The seven steps are simple, intuitive, and easy to implement. This chapter discusses the first three steps of the theory of constraints: determining the system’s goal, establishing global performance measures, and identifying the system constraint. Tools are provided for identifying bottlenecks and determining measures of performance for the system. It also introduces the cost-utilization diagram that provides managers with a full-system view.

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Moore, Imogen. 8. Corporate Liability:. Oxford University Press, 2016. http://dx.doi.org/10.1093/he/9780198745228.003.0008.

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The Concentrate Questions and Answers series offers the best preparation for tackling exam questions and coursework. Each book includes typical questions, suggested answers with commentary, illustrative diagrams, guidance on how to develop your answer, suggestions for further reading, and advice on exams and coursework. This chapter examines company contracts including pre-incorporation contracts; the company’s capacity; directors’ authority; and restrictions on the powers of directors to bind the company. The chapter also considers liability of the company for tortious and criminal acts, including corporate manslaughter.

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Watt, Gary. Equity & Trusts Law Directions. 7^a ed. Oxford University Press, 2021. http://dx.doi.org/10.1093/he/9780198869382.001.0001.

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Without assuming prior legal knowledge, books in the Directions series introduce and guide readers through key points of law and legal debate. Questions, diagrams and exercises help readers to engage fully with each subject and check their understanding as they progress. This book explains the key topics covered on equity and trusts courses. The content of the text is designed to emphasise the relationship between equity, trusts, property, contract and restitution to enable students to map out conceptual connections between related legal ideas. There is also a focus on modern cases in the commercial sphere to reflect the constantly changing and socially significant role of trusts and equity. The book starts by introducing equity and trusts. It then includes a chapter on understanding trusts, and moves on to consider capacity and formality requirements, certainty requirements and the constitution of trusts. Various types of trusts are then examined such as purpose, charitable, and variation trusts. The book then describes issues related to trusteeship. Breach of trust is explained, as is informal trusts of land. There is a chapter on tracing, and then the book concludes by looking at equitable liability of strangers to trust and equitable doctrines and remedies. This new edition includes coverage of significant recent cases, including the Supreme Court decision on interest to be paid by tax authorities on monies owed; the Supreme Court decision on the test of dishonesty applicable to civil matters; the Privy Council decision on the division of investment property acquired by cohabitants; the Court of Appeal decisions on Quistclose trusts; fiduciary duties in arms-length contracts; transactions prejudicing creditors; beneficiary anonymity in variation of trust cases; exemption clauses; discretion exercised beyond trustee’s authority; implications of GDPR for trustee disclosures; trustee personal liability; causation and equitable compensation; statutory relief for a professional trustee’s breach of trust; use of proprietary estoppel to reward work undertaken in farming families; costs of seeking court’s directions; injunctions ordered against persons unknown; equitable jurisdiction to rectify agreements.

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Watt, Gary. Equity & Trusts Law Directions. Oxford University Press, 2019. http://dx.doi.org/10.1093/he/9780198804703.001.0001.

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Without assuming prior legal knowledge, books in the Directions series introduce and guide readers through key points of law and legal debate. Questions, diagrams, and exercises help readers to engage fully with each subject and check their understanding as they progress. This book explains the key topics covered on equity and trusts courses. The content of the text is designed to emphasise the relationship between equity, trusts, property, contract, and restitution to enable students to map out conceptual connections between related legal ideas. There is also a focus on modern cases in the commercial sphere to reflect the constantly changing and socially significant role of trusts and equity. The book starts by introducing equity and trusts. It then includes a chapter on understanding trusts, and moves on to consider capacity and formality requirements, certainty requirements, and the constitution of trusts. Various types of trusts are then examined such as purpose, charitable, and variation trusts. The book then describes issues related to trusteeship. Breach of trust is explained, as is informal trusts of land. There is a chapter on tracing, and then the book concludes by looking at equitable liability of strangers to trust and equitable doctrines and remedies. This new edition includes coverage of significant recent cases, including Patel v Mirza [2016], Supreme Court on the right to recover wealth transferred between parties to an illegal scheme; Burnden Holdings (UK) Ltd v Fielding [2018] UKSC 14; [2018] 2 WLR 885, Supreme Court on limitation of actions; Barnett v Creggy [2016], Court of Appeal on breach of trust and limitation of actions; Singha v Heer [2016], Court of Appeal on facts giving rise to declaration of trust; Clydesdale Bank plc v John Workman [2016], Court of Appeal on dishonest assistance in a breach of trust; Bathurst v Bathurst [2016], on variation of trusts; Newman v Clarke [2016], on fiduciary conflict of interest; RBC Trustees (CI) Ltd v Stubbs [2017], on rectification of a trust deed on the ground of mistake; Erlam v Rahman [2016] EWHC 111 and JSC Mezhdunarodniy Promyshlenniy Bank v Pugachev [2017] EWHC 2426, on ‘sham” trusts’. It also provides coverage of the 2017 Money Laundering, Terrorist Financing and Transfer of Funds Regulations (SI 2017/692 as well as the EU Fourth Money Laundering Directive ((EU) 2015/849), as amended by the The EU Fifth Money Laundering Directive ((EU) 2018/843)

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Capítulos de libros sobre el tema "Capacity diagram"

Yang, KwangSoo, Apurv Hirsh Shekhar, Dev Oliver y Shashi Shekhar. "Capacity-Constrained Network-Voronoi Diagram: A Summary of Results". En Advances in Spatial and Temporal Databases, 56–73. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-40235-7_4.

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Hegarty, Mary. "Capacity Limits in Diagrammatic Reasoning". En Theory and Application of Diagrams, 194–206. Berlin, Heidelberg: Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/3-540-44590-0_19.

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Yang, KwangSoo y Shashi Shekhar. "Capacity Constrained Network Voronoi Diagrams". En Spatial Network Big Databases, 27–45. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56657-3_3.

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Bialecki, Jon. "Institutions and God’s Agents". En Diagram for Fire. University of California Press, 2017. http://dx.doi.org/10.1525/california/9780520294202.003.0003.

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This chapter starts by questioning any account that would see the Vineyards mere epiphenomenon. It then asks whether, despite its constituent heterogeneity, the Vineyard is held together by either the governing structure of institutions, by an ethic of responsibility, by church growth and management techniques, or by a shared aesthetic. This chapter shows that these forces, sensibilities, and techniques do have effects; in particular the Vineyard is shaped by it being in effect a ‘trust’ for an absent owner (a structure similar to that found in publicly held corporations). However, neither this force, not any other discussed in this chapter, have either the flexibility or the capacity to scale necessary to account for the Vineyard.

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Bernstein, Joel. "Fundamentals". En Polymorphism in Molecular Crystals, 41–77. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780199655441.003.0002.

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The physical and structural fundamentals of polymorphism are introduced, including a review of the phase rule and the thermodynamic relations in polymorphs. The latter are used to introduce energy–temperature diagrams, leading to the definition of the concepts enantiotropism and monotropism describing the thermodynamic relationships between and among polymorphs with appropriate examples. The alternate representation of phase diagram in terms of pressure and temperature is also presented. These lead to a number of rules regarding the relationships between polymorphs and ways to understand and predict some important physical properties: the heat-of-transition rule, the heat-of-fusion rule, the entropy-of-fusion rule, the heat-capacity rule, the density rule, and the infrared rule. Structural aspects include the distinction between crystal form and crystal habit and methods for characterizing and comparing structures in polymorphic systems. Current developments are discussed that deal with the ramifications of nanoscale situations on structural concepts and thermodynamic relationships.

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Feng, Lixiao, Junjie Bai, Chengyuan Chen, Jun Peng y Guorong Chen. "Implanted Cardiac Pacemaker Mathematical Modeling and Research Based on the Volume Conduction". En Biotechnology, 923–39. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-8903-7.ch036.

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The research of the communication between implanted Cardiac Pacemaker and external devices is a focus. In this paper, a data communications model based Volume Conduction is creatively presented, in this way the human body conductive ability will been utilized to transmit current, which is more effective and decrease for harm of the human body than the other ways, such as: RF, Optical Transcutaneous, etc. As the frequency increases the KHz level, the effect of background biological noise is considered negligible, the channel is thus modeled as AWGN channel in these frequencies. From Shannon information theory, in two-dimensional modulation, the volume conduction channel capacity formula was derived, further derivation: with extremely low SNR using in the two-level modulation can be very effective use of channel capacity, with high SNR a multi-level modulation is used in order to make full use of the channel capacity. Matlab software is used to the channel simulation, the input and output signal waveforms and eye diagram comparison, the curves of the BER and SNR.

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Yaws, Carl L. "Gas Heat Capacity for C5 to C7 Compounds". En Handbook of Thermodynamic Diagrams, 380–85. Elsevier, 1996. http://dx.doi.org/10.1016/b978-0-08-050785-9.50014-3.

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Yaws, Carl L. "Gas Heat Capacity for C8 to C28 Compounds". En Handbook of Thermodynamic Diagrams, 376–81. Elsevier, 1996. http://dx.doi.org/10.1016/b978-0-08-050786-6.50014-4.

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Skoglund, K. A. "Dimensionless Sensitivity Diagrams in Mechanistic Railway Design". En Bearing Capacity of Roads, Railways and Airfields, 1331–40. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078821-53.

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Watt, Gary. "3. Capacity and formality requirements". En Equity & Trusts Law Directions, 47–66. Oxford University Press, 2019. http://dx.doi.org/10.1093/he/9780198804703.003.0003.

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Actas de conferencias sobre el tema "Capacity diagram"

Yang, KwangSoo, Apurv Hirsh Shekhar, Dev Oliver y Shashi Shekhar. "Capacity-Constrained Network-Voronoi Diagram". En 2016 IEEE 32nd International Conference on Data Engineering (ICDE). IEEE, 2016. http://dx.doi.org/10.1109/icde.2016.7498423.

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Zhang, Jianyong, Ivan B. Djordjevic, Hussam G. Batshon y ShuiSheng Jian. "Capacity Achieving Signal Constellation Diagram of Fiber-Optic Channel". En Frontiers in Optics. Washington, D.C.: OSA, 2010. http://dx.doi.org/10.1364/fio.2010.jtua32.

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Chopra, Anil K. y Rakesh K. Goel. "Application of Inelastic Design Spectrum to Capacity-Demand-Diagram Methods". En Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)127.

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Xu, Kaihua, Yuhua Liu, Hao Huang y Haiyan Zhu. "Research of Directed Network Capacity Expansion Based on Spanning Tree Diagram". En Third International Conference on Natural Computation (ICNC 2007) Vol V. IEEE, 2007. http://dx.doi.org/10.1109/icnc.2007.609.

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Vergerio, S., J.-P. Rossi y P. Sabouroux. "Influence of coupling and diagram correlation on MIMO capacity performances at 2 GHz". En 2006 Asia-Pacific Microwave Conference. IEEE, 2006. http://dx.doi.org/10.1109/apmc.2006.4429807.

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"Design constraints in the payload-range diagram of ultra-high capacity transport airplanes". En Aircraft Design, Systems, and Operations Meeting. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3951.

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Zhang, Mingyang, Junhua Chen y Han Zheng. "High-Speed Railway Train Diagram Optimization Model and Algorithm Considering Station Throat Capacity Constraints". En 20th COTA International Conference of Transportation Professionals. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482933.271.

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Syamsi, M. Ibnu, Yoga A. Harsoyo, Martyana D. Cahyati y Ilham Khomaini. "The Influence of Subsidence Angle to Column Demand-Capacity Diagram of a Multistory Building". En 4th International Conference on Sustainable Innovation 2020–Technology, Engineering and Agriculture (ICoSITEA 2020). Paris, France: Atlantis Press, 2021. http://dx.doi.org/10.2991/aer.k.210204.022.

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Ma, Yingying, Yujun Wang y Xiaoran Qin. "Exploring the Traffic-Bearing Capacity of Road Networks Using a Newly-Defined Macroscopic Fundamental Diagram". En 16th COTA International Conference of Transportation Professionals. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479896.118.

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Liu, Libin, Cristina Andersson, Johan Liu y Y. C. Chan. "Thermodynamic Assessment of Sn-Co-Cu Lead-Free Solder Alloy". En ASME 2003 International Electronic Packaging Technical Conference and Exhibition. ASMEDC, 2003. http://dx.doi.org/10.1115/ipack2003-35126.

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To select a lead-free solder system, factors such as eutectic/peritectic point, electron negativity, abundance, cost, toxicity of elements, world production capacity, segregation during solidification, possibility to form low melting phases with Pb, among others must be carefully considered. On the basis of thorough analysis of binary phase diagrams of Sn-X-systems (X represents other elements) and the properties of the element X, the Sn-Co-Cu eutectic ternary alloy system has been chosen as a new lead-free solder candidate. In order to find the eutectic point for the Sn-Co-Cu system, the Sn-Co binary system was thoroughly assessed with CALPHAD (CALculation of PHAse Diagram) methods. The ternary phase diagram of Sn-Co-Cu system was extrapolated with the assessed thermodynamic parameters of Sn-Co, Sn-Cu, and Co-Cu system. The eutectic point for L–Sn2Co+(Sn)+Cu6Sn5 is 224.4°C and 0.37%Co and 0.68%Cu and 98.95%Sn.

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