Relevant bibliographies by topics / Load calculation

Contents

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

Academic literature on the topic 'Load calculation'

Author: Grafiati
Published: 4 June 2021
Last updated: 30 May 2022

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Journal articles on the topic "Load calculation"

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Gorodetsky, Alexander, Mariya Barabash, Maryna Romashkina, and Andrii Tomashevskyi. "“CHARACTERISTIC LOAD” PRINCIPLE." International Journal for Computational Civil and Structural Engineering 16, no. 2 (June 26, 2020): 50–62. http://dx.doi.org/10.22337/2587-9618-2020-16-2-50-62.

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The article discusses examples of the application of the principle of "characteristic load" (calculations taking into account engineering non-linearity; the designation of subgrade reaction moduli; the designation of the sizes of shelves for beam grillage). The principle of "characteristic load" on the one hand implements the consideration of various factors that are not available when calculating in a linear formulation, on the other hand, it preserves the traditional calculation technology
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Zubkov, Vladimir, and Nadezhda Kondratyeva. "Calculation Methodology of Translucent Construction Elements in Buildings and Other Structures." MATEC Web of Conferences 196 (2018): 02015. http://dx.doi.org/10.1051/matecconf/201819602015.

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The paper proposes a calculation methodology of translucent structures elements in buildings and other structures under distributed or concentrated load. The authors describe calculations sequence and introduce formulas used to determine tensile and shearing stresses influencing glass and sheet glass deflection. Mechanical loads to which translucent structures are subjected should be calculated with account of the SP 20.13330.2016 requirements, "Loads and impacts". The task of calculating the translucent part of the structure is reduced to determining maximum stresses in the glass under the calculated load q. This value should not exceed calculated stress values under bending R and the glass used. Triplex should be calculates as two independent glasses under 0.5 values of the total load. In multilayer glasses (triplex) the thickness of sheets should be taken as identical, being not more than 10 mm of each sheet. According to this methodology, the calculation error of sheet glass in translucent constructions of buildings and structures does not exceed 10%.
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Ryahovskiy, O. A., and V. S. Syromyatnikov. "A Calculation of the Main Load Coefficient in Threaded Connections." Proceedings of Higher Educational Institutions. Маchine Building, no. 8 (713) (August 2019): 10–17. http://dx.doi.org/10.18698/0536-1044-2019-8-10-17.

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Threaded connections of machine parts are widely used in various technical devices. The needs of modern machines stimulate the development of accurate methods for calculating and assembling threaded connections. The problem of calculating the strength of the connection is associated with determining the coefficient of the main load that affects the distribution of the external load between the bolt and the machine parts. One part of the load falls on the bolt; the other part unloads the connection elements. Until recently, when calculating the coefficient of the main load, approximations or recommendations to take its value in the range of 0.2–0.3 have been used. This paper refines the calculations and presents specific mathematical expressions for a computer program developed for calculating the coefficient of the main load. The calculation results show that the value of coefficient of the main load varies over a wide range depending on the bolt diameter, thickness, material of the parts, etc. An analysis of the results of programming and the construction of the regression dependence of the coefficient of the main load on the thickness of the connection for a given series of standard bolts is carried out using the statistical package Statgraphic Plus. Regression simplifies the calculation of the coefficient of the main load for any thickness of parts with a slight decrease in accuracy.
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Akhtulov, A. L., O. M. Kirasirov, and M. O. Kirasirov. "Features of calculation of steel structures of bridge cranes at variable loads." MATEC Web of Conferences 298 (2019): 00032. http://dx.doi.org/10.1051/matecconf/201929800032.

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The article deals with the calculation of metal bridge cranes operating under the influence of variable loads. Requirements to static and dynamic characteristics of mechanisms of load-lifting cranes are caused by specifics of work, features of a design and operating conditions of the cranes working at variable loadings. Thus, it is proposed to perform calculations of parts of crane mechanisms for endurance, operating under non-stationary variable load, based on the principle of linear summation of damage, allowing the calculation from the point of view of the load equivalent to the entire range of operating loads.
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Turanov, Khabibulla, and Yadgor Ruzmetov. "The problem of fastening cargo on railway rolling stock." E3S Web of Conferences 157 (2020): 01008. http://dx.doi.org/10.1051/e3sconf/202015701008.

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Fastening of cargo on the car. Calculation of load shift, elongation and forces in elastic elements of fasteners. Describe the parameters of the load and the physical and geometric parameters of the load fastening; give the results of the calculation of the longitudinal forces perceived by the elements of the load fastening. The article uses the basic law of dynamics in relative motion for the non-ideal connection known from theoretical mechanics. The results of the calculation of the longitudinal forces perceived by the load fastening elements, which allowed determining the load shifts along the car, elongation and forces in the flexible fastening elements are presented. Example calculation contributes to the practical application of a new method of calculating the elements of fastening on the car in the development of schemes of placement and fastening of goods of arbitrary geometry. The results of calculations revealed that the accepted value of the coefficient of longitudinal dynamics of the car corresponds to the shunting collision of the car on the hump yard in the marshalling yards.
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Shabanov, Vitalii, Albina Rakhimberdina, and Ilya Yanikiev. "ON THE ISSUE OF DETERMINING THE ELECTRICAL LOADS OF TRANSFORMER SUBSTATIONS." Electrical and data processing facilities and systems 18, no. 1 (2022): 114–22. http://dx.doi.org/10.17122/1999-5458-2022-18-1-114-122.

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Relevance The calculation of electrical loads is the basis for choosing the carrying capacity of all elements of the electrical network. An increase in rated loads compared to the necessary ones leads to cost overruns on power transmission lines and an increase in power of transformers, and a decrease in rated loads leads to increased power dissipation in networks, increased heating of conductors and transformers and increased thermal deterioration of their insulation. The reliability of the calculation of electrical loads depends both on the reliability of the calculation coefficients used and on the correctness of the methods used. Therefore, the research and improvement of the calculation of electrical loads in the design of power supply systems is an actual problem. Aim of research To investigate the determination of rated loads of transformer substations, methods of accounting for power dissipation in different modes of operation of the power supply system and methods for determining rated currents of cable lines to transformer substations. To consider the correctness of the use of standard forms for determining electrical loads recommended by regulatory documents. To develop a generalized form of performing calculations of electrical loads of transformer substations, combining the calculation of loads on the side of lower and higher voltages. Research methods To solve the tasks, the definition of electrical loads according to standard forms of regulatory documents is investigated. The methods of accounting for power dissipation in transformers under different operating modes of the power supply system and the determination of rated currents along cable lines to transformer substations are considered. Results The shortcomings of the execution and design of the calculation of electrical loads according to standard forms are revealed: standard forms do not contain information at which values of the heating time constant calculations are performed to determine the rated power of the electrical power load on the side of the lower and higher voltages of transformer substations, do not contain the definition of power dissipation in transformers. Ways of improving the calculation of electrical loads of transformer substations are proposed. A generalized form of execution and design of calculations of electrical loads of transformer substations have been developed, which include the values of time constants when calculating electrical power loads, the type and passport data of the selected transformer, calculations of power dissipation in transformers in two modes and calculations of the load current of cable lines to transformer substations.
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Glyuzberg, Boris Eynikhovich, Alexey Alexeevich Loktev, Vadim Vadimovich Korolev, Nadezhda Alexandrovna Klekovkina, and Vladislav Sergeevich Kuskov. "Principles of determination of required railway track strength with the consideration for intensity of its use." Transport of the Urals, no. 1 (2022): 53–61. http://dx.doi.org/10.20291/1815-9400-2022-1-53-61.

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Load from rolling stock in contrast with weight of a railway track is dynamic and actually is transmitted to the top of subgrade through a ballast bed. That is why it is more complicated to get a value of strain and a form of its diagram on the top of subgrade, which is considered as an external load on the subgrade, than just from the weight of a track. The paper presents a method of calculation of an equivalent train load on a railway track. For the presentation of intension of equivalent loads the authors have considered two typical examples where they have analysed extreme cases with various loads. The paper shows results of calculations by formulas described in the methodology. The equation solutions allow determining a value of the equivalent load of any field of coverage of acting loads including at asymmetric loads regarding to limits of their restrictions. The authors have made a conclusion on expediency of calculation with the use of equivalent loads. As a result, they have formulated a final formula for the calculation of an equivalent train load on a railway track.
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Zheng, Hui Fan, and Ting Ting Xiao. "Simulation Research About Air Conditioning Load Calculation." Advanced Materials Research 433-440 (January 2012): 6023–27. http://dx.doi.org/10.4028/www.scientific.net/amr.433-440.6023.

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Theory analysis method is adopted in this paper to review the development history of air-conditioning loads calculation, point out that the air-conditioning loads calculation went through from steady calculation to periodic unsteady calculation and then to new period of dynamic load calculation. Simulation calculation of air-conditioning cooling load have been developed deeply, and many software can be used to calculate the hourly cooling load about building. At last, The application of neutral network for prediction of cooling load in air conditioning systems have been introduced.
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Saidkhodjaev, A. G., B. Kh Ametova, and M. M. Mamutov. "Intellectualization of determination of electrical loads in city electric networks." E3S Web of Conferences 139 (2019): 01072. http://dx.doi.org/10.1051/e3sconf/201913901072.

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This article illustrates new methods for automatically fixing and determining the calculation loads of electrical consumers, in particular the maximum load. The accuracy in the calculations is increased taking into account several factors affecting the maximum load values. It also offers a method and algorithm determination of the maximum electrical loads in urban electrical loads.
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Konstantinov, Aleksandr, and Maya Lambias Ratnayake. "Calculation of PVC windows for wind loads in high-rise buildings." E3S Web of Conferences 33 (2018): 02025. http://dx.doi.org/10.1051/e3sconf/20183302025.

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In the following article we examine problems faced when designing PVC windows for high-rise buildings, which are usually not considered when constructing objects for massive sites, using a high-rise residential complex as an example. We address the matters related to wind loads on windows & statistical calculation of the impact of wind loads on them. We have presented variants of installing load-bearing elements of PVC windows which accept wind loads. We conducted a laboratory experiment by simulating wind loads on the window design, which is actually used for glazing the examined high-rise building. In the course of the experiment we determined additional factors which need to be considered when constructing PVC window structures for glazing high-rise buildings. We can determine that the following calculation method for the impact of wind load on PVC windows gives higher values of the desired statistical characteristics of load-bearing elements of a window compared to the results of laboratory experiments. We provide prerequisites to improve the analytical method of calculating impact of wind loads on load-bearing elements of PVC windows.
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Dissertations / Theses on the topic "Load calculation"

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Mohamed, Amer. "Load Calculation and Simulation of an Asphalt Roller." Thesis, Blekinge Tekniska Högskola, Avdelningen för maskinteknik, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4174.

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Free body diagrams of an Asphalt Roller were designed for several load cases and used for an optimisation study. Assumptions for the load calculations for each load case were carried out in MATLAB®. The Roller was built in I-DEAS® and the results were compared with the theoretical results
F.B.D av en Asfalt Vältar designerades för olika last fall och användas för en optimisation studier. Antagandena för de olika last beräkningarna utfördas i MATLAB. Vältar byggdes i I-DEAS och resultaten jämfördes med de teoretiska.
Kungsmarks vägen 97 37144 Karlskrona - Sweden Telefon 045510316
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Karimi, Seywan. "Dielectrics calculation of on-load tap-changer VUCL." Thesis, KTH, Hållbar produktionsutveckling (ML), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-292536.

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This is a bachelor's thesis in Mechanical engineering. The main topic of the thesis is the electrical calculation of the tap changer's shield. Although there are many kinds of tap-changers, this study focuses on VUCL models. The theoretical background of the thesis is that the new shield is suitable and useable in all VUCL models. The primary topic of the thesis is to study that the new shield protects the resistance box in the middle of the tap changers. To do this study, Creo Parametric, Comsol, and SpaceClaim are the programs used.
Detta är en kandidatexamen i maskinteknik. Avhandlingens huvudämne är den elektriska beräkningen av kranbytarens sköld. Även om det finns många olika typer av lindnings fokuserar denna studie på VUCL modeller. Den teoretiska bakgrunden för avhandlingen är att den nya skölden är lämplig och användbar i alla VUCL-modeller. Det primära ämnet för avhandlingen är att studera det nya sköld skyddar motståndet rutan i mitten av lindningskopplare. För att göra denna studie är Creo Parametric, Comsol och SpaceClaim de program som används.
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Pahn, Thomas [Verfasser]. "Inverse load calculation for offshore wind turbines / Thomas Pahn." Hannover : Technische Informationsbibliothek und Universitätsbibliothek Hannover (TIB), 2013. http://d-nb.info/1049296982/34.

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Mariani, D'Altri Cristina. "Study of a load cell: calculation of load cell parameters and study of a weighing process." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2022. http://amslaurea.unibo.it/25602/.

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This thesis had two main purposes: the first one was to calculate the elastic constant and the damping factor of the load cell; the second goal was to develop a high speed weighing process, a procedure for achieving a mass estimate within 100 milliseconds with a precision of 0.5%. The work has been conducted during an internship in Nanolever s.r.l., a company which designs industrial weighing systems. Regarding the first goal, the obtained results consist in an elastic constant k = (22741 ± 53)N/m and a damping factor ζ = 0.0107 ± 0.0007. The next part of the project allowed the achievement of mass estimates of a mass sample without all the data points of the settling transient of the load cell. I obtained the results thanks to two methods: firstly, a MATLAB fitting of the graph, then another fitting procedure but with Python. As a complessive final result, for a set of data acquired in 10 milliseconds, Python returned mass estimates with a precision of about 0.5% - 1%, whereas MATLAB presented analogous outcomes with a bit lower precision, ranging from 1% to 2%. By observing the results, a minimum precision of 0.5%, as required, is reached by analising data samples acquired in 50 ms. Moreover, all the time results exceeded the prefixed time limit of 100 ms: Python fitting shown a computing time of about 120 - 140 ms and MATLAB 130 - 160 ms. To conclude, a method for estimating the mass of an object without having all the data points of the settling transient of the load cell has been developed. Unfortunately, to gain the required precision the time limit of 100 ms has been exceeded; however, this fact may lead to future studies which will be able to allow the hoped results with more advanced technology and improved working methods.
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Clarholm, Anton. "Calculation of technical data for a series of shear load connectors." Thesis, Linköpings universitet, Institutionen för teknik och naturvetenskap, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-93534.

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A shear load connector is a special product for concrete constructions. The purpose of the product is to transfer sheer forces from the concrete to the steel. A new type of sheer load connectors has recently been released for the Swedish market. This report gives the result of the calculation model which has been worked out to calculate the bearing capacity and necessary reinforcement for the different new models. The tables are shown in annex 1-8.
Ett tvärkraftsdon är en specialprodukt för betongbyggnation som används som dymling i platsgjutna betongdelar. Nu har en ny typ av denna produkt kommit ut på den svenska marknaden, men produktunderlaget är inte anpassat för svensk byggnorm. I detta arbete har en beräkningsmodell för att räkna ut bärförmåga samt erforderlig armering tagits fram. Resultatet av de sedan utförda beräkningarna visas i bilaga 1-8.
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Nordlöf, Anders, and Danny Holmboe. "Pile subjected to lateral load : Analytical hand calculation implemented by programming." Thesis, KTH, Byggteknik och design, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302548.

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The official recommendations in geotechnical engineering are according to Swedish practice to install inclined driven piles in order to resist external horizontal loads, which usually consist of windloads. These loads gets counteracted by utilizing the pile's axial load-bearing capacity, however when designing a foundation the use of inclined piles has proven to be problematic from a number of different perspectives. This has made both engineers as well as contractors long for a solution where the piles instead are allowed to be installed vertically, which could be made possible by utilizing the lateral bearing capacity of the pile which occurs in connection with lateral resistance during pile-soil interaction. The present day knowledge about such an engineering procedure in Sweden has proven to be limited and consists mainly of one governing document, namely report 101 published by the Commission on Pile Research. The aim of our study is to test and evaluate the method in report 101 based on a number of different load cases related to lateral load effects during pile-soil interaction. An analytical method reproduced from the Commission on Pile Research's report has been implemented with help of Mathcad, a computer software for reuse of mathematical calculations. Decisive parameters that distinguish the different load cases have included external load impact in pile head, mechanical strength properties of friction or cohesive soil, along with cross-sectional dimensions and reinforcement content of piles etc. The results differed significantly depending on the loadcase, a majority of the given answers were also perceived as unreliable and in a number of load cases the method also failed to obtain an analytical solution. Our conclusion is that it is doubtful whether the elastoplastic method presented in report 101 in the end in practice benefits the engineer tasked with designing, this stands in stark contrast to an increasing demand for easily accessible knowledge within its field.
Pålar i samband med grundläggning har sedan en tid tillbaka enligt svensk praxis installerats snedslagna, detta för att med hjälp av pålens axiella bärförmåga motstå yttre horisontell lastpåverkan till följd av exempelvis vindlaster. Att snedställa pålar har visat sig vara problematiskt ur ett flertal olika perspektiv, en lösning som både konstruktörer och entreprenörer efterlängtat är att pålarna istället tillåts installeras rakställda. Detta skulle vara möjligt genom att nyttja pålens transversella bärförmåga som uppstår i samband med sidomotstånd vid interaktion påle-jord. Kunskap kring ett sådant dimensioneringsförfarande i Sverige idag har visat sig vara begränsad och till stor del bestå av ett styrande dokument, nämligen rapport 101 utgiven av Pålkommissionen. I denna studie har en analytisk handberäkningsmetod som återges ur Pålkommissionens rapport implementerats i beräkningsprogrammet Mathcad, detta i syfte att testa och utvärdera metoden utifrån ett flertal olika belastningsfall relaterade till transversell lastpåverkan vid interaktion påle-jord. Avgörande parametrar som skiljt de olika belastningsfallen åt har bl.a. utgjorts av hållfasthetsegenskaper hos friktion- eller kohesionsjord, tvärsnittsdimensioner och armeringsinnehåll hos påle, yttre lastpåverkan i påltopp. Resultaten skiljde sig åt markant beroende på typ av belastningsfall där en majoritet av svaren upplevdes som icke tillförlitliga och till ett flertal olika fall, utifrån vårt försök till implementering, klarade metoden heller inte av att erhålla någon analytisk lösning. Vi finner det därför svårt att tro att den elastoplastiska metoden som återges i rapport 101 i slutändan kommer till någon direkt praktisk nytta, vilket står i tvär kontrast mot ett uppenbart behov där lättillgänglig kunskap inom området efterfrågas.
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Riebschleager, Kendra Jean. "Development and application of the spatially explicit load enrichment calculation tool (select) to determine potential E. coli loads in watersheds." [College Station, Tex. : Texas A&M University, 2008. http://hdl.handle.net/1969.1/ETD-TAMU-2881.

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Wesslund, Lovisa. "Beräkningsmall för vindlast enligt Eurokoder samt jämförelsestudie av vindlastberäkningsmetoder." Thesis, KTH, Byggteknik och design, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-102022.

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Detta examensarbete har genomförts i samarbete med byggteknikavdelning på Ramböll Sverige AB, i Norrköping/Linköping. På företaget finns ett behov av att förenkla arbetet med vindlastberäkningar för hallbyggnader enligt Eurokoden. Idag använder företaget en förenklad metod som överdimensionerar. För att kunna göra en mer exakt beräkning helt enligt Eurokoden och effektivisera arbetet har det i detta examensarbete skapats en beräkningsmall för detta ändamål. Beräkningsmallen har tagits fram i programmet Microsoft Excel. För att också kunna se konsekvenserna av att jobba med en förenklad metod, har det utförts en jämförelsestudie mellan två befintliga projekt på företaget. Resultatet av jämförelsestudien visar på vad som är anledningen till skillnaden mellan det förenklade sättet, metod 1 och det mer exakta, metod 2. Rapporten innehåller en studie kring de faktorer som används vid beräkning av vindlast. Detta har gjorts för att kunna se vilken av faktorerna som bidrar till störst skillnad i resultat mellan de båda metoderna. Som grund till allt detta, innehåller rapporten också en teoretiskt bakgrund till hur vindlast ska dimensioneras enligt Eurokoden. Detta utgör första delen av rapporten.
This study has been performed in a collaboration with the company Ramböll Sweden AB in Norrköping/Linköping. At the company there is a need to simplify calculations concerning the wind load on industrial buildings according to the Eurocode. Today the company uses a simplify method which result in an over-dimension. To make a more exact method in accordance to the Eurocode and increase the efficiency at the work, it has in this study created a calculation model for this purpose. The calculation model has been created in the program Microsoft Excel. To be able to see the consequences to work with a simplified method, it has been done a comparison study between two current project at the company. The results of the comparison study show the reason to the difference between the simplified method, method 1 and the more exact method, method 2. The report containing  a study of the factors that uses in the calculations. This has been done to see which of the factors that contributes to the largest difference in result between the both methods. As the basis for all this, the report also contains a theoretical background about how the wind load should be dimensioned according to the Eurocode. This is the first part of this report.
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Schoř, Pavel. "Load State of an Aircraft with an Elastic Wing." Doctoral thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2018. http://www.nusl.cz/ntk/nusl-383528.

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V této práci je navržena metoda výpočtu zatížení letadla s netuhým křídlem, založená na spojení panelové metody prvního řádu dle Katz and Plotkin, Low-Speed Aerodynamics, 2001 s metodou stukturální analýzy dle Píštěk et al., Pevnost a životnost letadel I, 1988 a Lebofsky,Numerically Generated Tangent Stiffness Matrices for Geometrically Non-Linear Struc- tures, 2013. Panelová metoda poskytuje přasná data pro výpočet zatížení křídla od vzdušných sil za předpokladu že lze dané proudění aproximovat po- mocí potenciálního proudění, Narozdíl metod založených na interakci s CFD metodami lze navrženou metodu používat i na bežném počítači.
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Teague, Aarin Elizabeth. "Spatially explicit load enrichment calculation tool and cluster analysis for identification of E. coli sources in Plum Creek Watershed, Texas." [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-1900.

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Books on the topic "Load calculation"

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American Society of Heating, Refrigerating and Air-Conditioning Engineers, ed. Load calculation applications manual. Atlanta: ASHRAE, 2014.

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Spitler, Jeffrey D. Load calculation applications manual. Atlanta, GA: American Society of Heating, Refrigerating, and Air-Conditioning Engineers, 2010.

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Load calculation applications manual. Atlanta, GA: American Society of Heating, Refrigerating, and Air-Conditioning Engineers, 2008.

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Load calculation applications manual. Atlanta, GA: American Society of Heating, Refrigerating, and Air-Conditioning Engineers, 2010.

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Spitler, Jeffrey D. Load calculation applications manual. Atlanta, GA: American Society of Heating, Refrigerating, and Air-Conditioning Engineers, 2010.

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Air Conditioning Contractors of America., ed. Residential load calculation: Manual J. 8th ed. Arlington,, VA: [Air Conditioning Contractors of America], 2002.

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Rutkowski, Hank. Residential load calculation: Manual J. 7th ed. Washington, DC: Air Conditioning Contractors of America, 1986.

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American Society of Heating, Refrigerating and Air-Conditioning Engineers. Cooling and heating load calculation manual. 2nd ed. Atlanta, GA: American Society of Heating, Refrigerating and Air-Conditioning Engineers., 1992.

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American Society of Heating, Refrigerating, and Air-Conditioning Engineers., ed. Annotated guide to load calculation models and algorithms. Atlanta: American Society of Heating, Refrigeratin and Air-Conditioning Engineers, Inc., 1996.

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D, Spitler Jeffrey, and American Society of Heating, Refrigerating, and Air-Conditioning Engineers., eds. Cooling and heating load calculation manual. 2nd ed. New York: ASHRAE, 1994.

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Book chapters on the topic "Load calculation"

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Qin, Nan. "Load Flow Calculation." In Voltage Control in the Future Power Transmission Systems, 13–40. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-69886-1_2.

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Koelet, P. C., and T. B. Gray. "The Heat Load Calculation." In Industrial Refrigeration, 374–83. London: Macmillan Education UK, 1992. http://dx.doi.org/10.1007/978-1-349-11433-7_11.

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Raza, Muhammad. "Load Flow Calculation and Its Application." In PowerFactory Applications for Power System Analysis, 1–25. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-12958-7_1.

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Xu, Zhonglin. "Calculation on Pollution Load of Air Purifier." In Air Purifier, 79–99. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2532-8_7.

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Li, Zhanpei, Xinyuan Luan, Tingzhang Liu, Biyao Jin, and Yingqi Zhang. "Room Cooling Load Calculation Based on Soft Sensing." In Communications in Computer and Information Science, 331–41. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-662-45261-5_35.

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Gasch, Robert, and Jochen Twele. "Calculation of performance characteristics and partial load behaviour." In Wind Power Plants, 208–56. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-22938-1_6.

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Park, Jeong-Hyun, and Jong-Heung Park. "Work Load Calculation Algorithm for Postal Delivery Operation." In Lecture Notes in Electrical Engineering, 259–67. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5064-7_36.

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Müller, Daniel, Nadine Sagraloff, Stefan Sendlbeck, Karl Jakob Winkler, Thomas Tobie, and Karsten Stahl. "Gear Load Capacity Calculation Based on ISO 6336." In Dudley's Handbook of Practical Gear Design and Manufacture, 685–753. 4th ed. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003126881-12.

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Ferkolj, Stanislav, Rastko Fišer, and Hinko Šolinc. "Magnetic Fields Calculation of Induction Motor Under Load Conditions." In Electric and Magnetic Fields, 365–68. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-1961-4_84.

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Alveteg, Mattias, and Liisa Martinson. "On the Calculation and Interpretation of Target Load Functions." In Acid Rain - Deposition to Recovery, 385–90. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-5885-1_43.

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Conference papers on the topic "Load calculation"

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Wang, Zhiqiang, Lei Guo, Kan Wu, Wenxia Liu, and Jinghong Zhou. "Minimum load-shedding calculation approach considering loads difference." In 2014 IEEE Innovative Smart Grid Technologies - Asia (ISGT ASIA). IEEE, 2014. http://dx.doi.org/10.1109/isgt-asia.2014.6873815.

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"Uncertainty Quantification of Cooling Load Calculation." In 2018 2nd International Conference on Computer Science and Intelligent Communication. Clausius Scientific Press, 2018. http://dx.doi.org/10.23977/csic.2018.0907.

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Ji, Min, and Jifeng He. "Rotor Speed Load Calculation and Analysis." In 2016 International Conference on Education, Management and Computer Science. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/icemc-16.2016.118.

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Cahay, Marc, Brian A. Roberts, Sami Sadouni, Pierre-Antoine Béal, Cyril Septseault, Zoran Mravak, and Claudie Benoit. "Ice Load Calculation on Semi-Submersible Platform." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61903.

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In 2012 TechnipFMC, Cervval and Bureau Veritas initiated a common development program to offer a new tool for the design of offshore structures interacting with ice combining a variety of models and approaches. This numerical tool called Ice-MAS (www.ice-mas.com) is using a multi-agent technology and has the possibility to combine in a common framework multiple phenomena from various natures and heterogeneous scales (i.e. drag, friction, ice-sheet bending failure, local crushing and rubble stack up). It can simulate the ice loadings of a drifting ice-sheet (including ridge or not) on predefined structures such as conical, cylindrical, sloping & vertical wall, artificial islands or more complex geometry by user input file like semi-submersible floaters with pontoon and columns allowing to obtain the detailed results on the different parts of the structure. This paper presents the overall functionalities of Ice-MAS and the different possibilities to model a semi-submersible floater. It will focus on the results obtained for different geometries subject to ice sheet loading through different incidence angles. The issues related to the anchoring of the platform are addressed in a simplified way.
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Nagata, Satoshi, Mitsuhiro Matsumoto, and Toshiyuki Sawa. "Load Factor Based Calculation for Bolt Load and Gasket Load Changes Due to Internal Pressure." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2626.

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Gasketed flange connections should be designed taking actual behavior of the connections under their operating conditions into consideration. However, such actual behavior as bolt load change, gasket load change and flange rotation were not clear because adequate calculation method was not developed due to difficulty and complicacy to solve statically indetermine problem among three bodies, bolt, flange and gasket. In this paper, authors develop a method to calculate load factor for gasketed flange connection. Load factor describes bolt load change when an external force is applied to the connection. Load factor represents flange rigidity including gasket stiffness that dominates not only the behavior of joint after pressurising but also its sealing performance. By using the load factor, bolt load change as well as gasket load change due to internal pressure can be obtained by simple equations. When the required gasket stress is given to achieve a prescribed sealing thightness, the required initial bolt preload can also be calculated. Authors also proposed a load equilibrium diagram for gasketed flange connection with internal pressure. The diagram helps us to understand schematically how bolt load and gasket load change under pressurized condition. In addition, experimental tests are performed using 3 inch and 20 inch flange connections with spiral wound gasket in order to demonstrate validity of the proposed calculation method based on load factor and load equilibrium diagram. In conclusion, it is found that the proposed calculation method can estimate bolt load change and gasket load change under pressurized condition.
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Fan, Shengtao, Xiaqing Li, Li Zuo, and Yunhua Li. "A new asynchronous parallel load flow calculation algorithm." In 2008 IEEE Conference on Robotics, Automation and Mechatronics (RAM). IEEE, 2008. http://dx.doi.org/10.1109/ramech.2008.4690869.

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Yarymbash, Dmytro, Serhij Yarymbash, Tetyana Divchuk, Mykhailo Kotsur, Iryna Kylymnyk, and Yevheniia Kulanina. "Calculation of No-load Currents Using Hysteresis Loop." In 2019 IEEE International Conference on Modern Electrical and Energy Systems (MEES). IEEE, 2019. http://dx.doi.org/10.1109/mees.2019.8896366.

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Cao, Cheng, Tana Tjhung, Julie Yi Zhu, Mark Villaire, and Sudhakar Medepalli. "In Vehicle Exhaust Mount Load Measurement and Calculation." In SAE 2006 World Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2006. http://dx.doi.org/10.4271/2006-01-1258.

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Jiao, Huachao, and Wenlei Sun. "Full Load Calculation of Large-Scale Wind Turbine." In 2011 International Conference on Computer Distributed Control and Intelligent Environmental Monitoring (CDCIEM). IEEE, 2011. http://dx.doi.org/10.1109/cdciem.2011.551.

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Oprea, Simona-Vasilica, and Adela Bara. "Electricity load profile calculation using self-organizing maps." In 2016 20th International Conference on System Theory, Control and Computing (ICSTCC). IEEE, 2016. http://dx.doi.org/10.1109/icstcc.2016.7790776.

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Reports on the topic "Load calculation"

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Aceves-Saborio, S., and W. J. III Comfort. Load calculation and system evaluation for electric vehicle climate control. Office of Scientific and Technical Information (OSTI), October 1993. http://dx.doi.org/10.2172/10146054.

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Issard, M., and T. R. C. Aston. Point load index' users guide: computer calculation of point load indices and rock strengths using an IBM-PC/AT. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/304933.

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Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

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The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loads. The main goals of the project were (1) to compare the design bridge loads (dead and live loads) with the actual measured loads and (2) to study the transfer of the superstructure loads to the foundation and the load distribution among the piles in the group. This report presents in detail the site investigation data, the instrumentation schemes used for load and settlement measurements, and the response of the bridge pier and its foundation to dead and live loads at different stages during and after bridge construction. The measurement results include the load-settlement curves of the bridge pier and the piles supporting it, the load transferred from the bridge pier to its foundation, the bearing capacity of the pile cap, the load eccentricity, and the distribution of loads within the pier’s cross section and among the individual piles in the group. The measured dead and live loads are compared with those estimated in bridge design.
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Chovnyuk, Yuriy, Michail Dikterjuk, Vladimir Kravchjuk, and Olga Ostapuschenko. Substantiation of equivalent circuits for the calculation of parameters of the optimal start-ing of the load-lifting crane mechanism for the minimization of ropes tension during load lift-ing with the help of various manners. Gіrnichі, budіvelnі, dorozhnі ta melіorativnі mashini, April 2019. http://dx.doi.org/10.31493/gbdmm1892.0102.

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Veith, E. M. Burial container subsidence load stress calculations. Office of Scientific and Technical Information (OSTI), November 1995. http://dx.doi.org/10.2172/442530.

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Devine, M., and E. I. Baring-Gould. Alaska Village Electric Load Calculator. Office of Scientific and Technical Information (OSTI), October 2004. http://dx.doi.org/10.2172/15011687.

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Rohrbaugh, David T. AGC-3 Specimen Load Calculations by Stack. Office of Scientific and Technical Information (OSTI), June 2019. http://dx.doi.org/10.2172/1599858.

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Burdick, Arlan. Strategy Guideline. Accurate Heating and Cooling Load Calculations. Office of Scientific and Technical Information (OSTI), June 2011. http://dx.doi.org/10.2172/1219203.

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Burdick, A. Strategy Guideline: Accurate Heating and Cooling Load Calculations. Office of Scientific and Technical Information (OSTI), June 2011. http://dx.doi.org/10.2172/1018100.

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Rohrbaugh, David. ECAR-2925 AGC-2 SPECIMEN LOAD CALCULATIONS BY STACK. Office of Scientific and Technical Information (OSTI), February 2016. http://dx.doi.org/10.2172/1813569.

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