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Gotowa bibliografia na temat „Loading”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 1 kwietnia 2023

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Artykuły w czasopismach na temat "Loading"

1

Fearn, Tom. "On Loadings and Loading Weights". NIR news 8, nr 4 (sierpień 1997): 3–9. http://dx.doi.org/10.1255/nirn.422.

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Yang, Song, Bing Qi, Zhensheng Cao, Shaoqiang Zhang, Huailei Cheng i Ruikang Yang. "Comparisons between Asphalt Pavement Responses under Vehicular Loading and FWD Loading". Advances in Materials Science and Engineering 2020 (29.10.2020): 1–15. http://dx.doi.org/10.1155/2020/5269652.

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The strain responses of asphalt pavement layer under vehicular loading are different from those under falling weight deflectometer (FWD) loading, due to the discrepancies between the two types of loadings. This research aims to evaluate and compare the asphalt layer responses under vehicular loading and FWD loadings. Two full-scale asphalt pavement structures, namely, flexible pavement and semirigid pavement, were constructed and instrumented with strain gauges. The strain responses of asphalt layers under vehicular and FWD loadings were measured and analyzed. Except for field measurements, the finite element (FE) models of the experimental pavements were established to simulate the pavement responses under a wide range of loading conditions. Field strain measurements indicate that the asphalt layer strain under vehicular loading increases with the rising temperature roughly in an exponential mode, while it decreases with the rising vehicular speed approximately linearly. The strain pulses in the asphalt layer generated by FWD loading are different from those induced by vehicular loading. The asphalt layer strains generated by FWD loading are close to those induced by low vehicular speed (35 km/h). The results from the FE model imply that the asphalt layer strains under FWD loading and vehicular loading are distributed similarly in the depth profile. For flexible pavement, the position of critical strain shifts gradually from the bottom of the asphalt layer to the mid-depth of the layer, as the temperature increases. For semirigid pavement, the position of critical strain is always located at the intermediate depth of the asphalt layer, regardless of temperatures.
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Kim, Pyol, Hyong-Sik Kim, Yong-Gun Kim, Chung-Hyok Paek, Song-Nam Oh, Sung-Ryol So i Chang-Son Ok. "Nonlinear Radial Consolidation Analysis of Soft Soil with Vertical Drains under Cyclic Loadings". Shock and Vibration 2020 (30.06.2020): 1–12. http://dx.doi.org/10.1155/2020/8810973.

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This paper presents analytical solutions for nonlinear radial consolidation of soft soil with vertical drains under various cyclic loadings. By considering the nonlinear variations of compressibility and permeability expressed by the logarithm relations (e−log σ′ and e−log kh), the governing equation for nonlinear radial consolidation of the soil under equal strain and time-dependent loading is established. The analytical solutions are derived for nonlinear radial consolidation under haversine cyclic loading, trapezoidal cyclic loading, rectangular cyclic loading, and triangular cyclic loading. The presented solution is verified through the degeneration into the existing solutions for nonlinear radial consolidation under constant and ramp loadings, which shows the solution proposed in this paper is more general for nonlinear radial consolidation under time-dependent loading. The nonlinear radial consolidation behavior of the soil with vertical drains subjected to various cyclic loadings is investigated using the solutions developed. The proposed solutions can be effectively utilized in the analysis of nonlinear radial consolidation under various cyclic loadings.
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Chung, Yoo-Ri, Kyung Ho Lee i Kihwang Lee. "Clinical Application of Intravitreal Aflibercept Injection for Diabetic Macular Edema Comparing Two Loading Regimens". Medicina 59, nr 3 (12.03.2023): 558. http://dx.doi.org/10.3390/medicina59030558.

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Background and Objectives: We investigated and compared the efficacy of three and five monthly loading regimens of an intravitreal aflibercept injection (IVA) in patients with diabetic macular edema (DME). Materials and Methods: This was a retrospective study that included patients diagnosed with DME and treated with an either three or five monthly aflibercept loading regimen from July 2018 to March 2022. Information on clinical characteristics and changes in the central retinal thickness (CRT) were obtained from medical records. Results: In total, 44 eyes of 44 patients with DME treated with IVA were included in this study, with 30 eyes treated with 3-monthly loadings (three-loading group) and 14 eyes with 5-monthly loadings (five-loading group). The mean CRT significantly decreased from the baseline one month after loading in both the three-loading and five-loading groups (p < 0.001). Four cases were refractory to treatment in the three-loading group, while there were no cases of refractory DME in the five-loading group. The stability rate was significantly higher in the five-loading group at three months after loading (p = 0.033). Conclusions: Five-monthly loading regimens of IVA might be favorable for DME considering the rate of refractory cases, stable duration, and the importance of early responsiveness to IVA in DME.
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You, Ran, Jiuling Liu, Minghua Liu, Yuxiang Zhang, Zhiyuan Chen i Shitang He. "Detecting Small Size Mass Loading Using Transversely Coupled SAW Resonator". Applied Sciences 11, nr 21 (1.11.2021): 10228. http://dx.doi.org/10.3390/app112110228.

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In the detection of small size mass loading, such as a single cell, a micro droplet or an aerosol particle, the sensors with longitudinally coupled surface acoustic wave resonator (LC-SAWR) structure can hardly avoid waveform distortions. The relative size of mass loading to the sensitive surface of the detector is the main factor affecting the response of LC-SAWR. The smaller the relative size, the worse the waveform distortion. In order to avoid influences from the mass loading’s size, in this paper, a transversely coupled SAW resonator (TC-SAWR) was proposed in order to achieve high performance in sensing small size mass loadings. For the design and simulation of TC-SAWR, the two-dimensional coupling of model (2D-COM) theory and finite element method (FEM) were used in this work. In the experiment, SiO2 was deposited on the sensor’s surface as a small size mass loading. The results from simulation and experiment mutually demonstrated the advantage of TC-SAWR to conquer waveform distortion in the detection of small size mass loading.
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Kim, Pyol, Chol-U. Pak i Hakbom Myong. "Analytical Solution for One-Dimensional Nonlinear Consolidation of Saturated Double-Layered Soil Subjected to Cyclic Loadings". Journal of Engineering 2021 (9.11.2021): 1–22. http://dx.doi.org/10.1155/2021/5595232.

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Cyclic loading-induced consolidation behavior of soft soil is of great interest for the analysis of offshore and onshore structures. In this study, an analytical solution for one-dimensional (1D) nonlinear consolidation of saturated double-layered soil under various types of cyclic loadings such as trapezoidal cyclic loading, rectangular cyclic loading, and triangular cyclic loading was derived. The proposed solution was subsequently degenerated into solutions for special cases and compared to the existing solutions. The degenerate solutions show good agreement with the existing results, which proves that the proposed solutions are more general ones for 1D nonlinear consolidation of saturated soils under time-dependent loading. Finally, a comprehensive parametric study was conducted to investigate the influences of different layer parameters, drainage conditions, and loading parameters on nonlinear consolidation of saturated double-layered soil under cyclic loadings.
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KAWAI, Nobuaki. "“Impact Loading” + “Shock Loading” =「SHOUGEKI」". Journal of the Society of Materials Science, Japan 69, nr 3 (15.03.2020): 287. http://dx.doi.org/10.2472/jsms.69.287.

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Beasley, E. L., M. A. Hiller i R. B. Biggs. "Susceptibility of U.S. Estuaries to Pollution". Water Science and Technology 20, nr 6-7 (1.06.1988): 211–19. http://dx.doi.org/10.2166/wst.1988.0205.

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Utilizing data primarily from the U.S. Department of Commerce, both estuaries and watersheds for 78 U.S. systems are analyzed. Watersheds are classified according to total population and discrete subpopulations. The Vollenweider approach, which compares hydraulic loading to nutrient loading of lakes, is adapted to estuaries. By considering total population as a surrogate of point source nutrients, agricultural workers as a surrogate of non-point source toxics and nutrients and chemical + metal workers as a surrogate of point source toxics, we can estimate potential anthropogenic impacts on watersheds. When these surrogates are plotted against hydraulic loading, managers have a tool to identify estuaries most likely to be under greatest anthropogenic presaure. The estuaries with highest susceptibility from total population, as well as the estuaries with the the highest susceptibility to toxic stress, are identified. On a Vollenweider diagram, the phosphorous loadings of freshwater bodies are plotted as a function of hydraulic loading. The permissible-excessive phosphorous loadings have been both theoretically and empirically determined. We have replotted the freshwater data and added 33 U.S. estuary P loadings that were previously unavailable. Estuaries plot on the Vollenweider diagram as a continuum of fresh waterbodies, both in terms of hydraulic loading and phosphorus loading. Most estuaries appear to have permissible P loadings. Analysis of nutrient loading (normalized to hydraulic loading) versus water quality parameters like chlorophyll a indicates that estuaries are more efficient users of nutrients than are freshwater bodies, and that they reach a “nutrient saturation point”. Perhaps this is due to grazing or turbidity. It appears that, in general, the OECD eutrophication modeling approach is applicable to estuarine systems as well as lakes and impoundments.
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Liang, Xinya. "Prior Sensitivity in Bayesian Structural Equation Modeling for Sparse Factor Loading Structures". Educational and Psychological Measurement 80, nr 6 (26.02.2020): 1025–58. http://dx.doi.org/10.1177/0013164420906449.

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Bayesian structural equation modeling (BSEM) is a flexible tool for the exploration and estimation of sparse factor loading structures; that is, most cross-loading entries are zero and only a few important cross-loadings are nonzero. The current investigation was focused on the BSEM with small-variance normal distribution priors (BSEM-N) for both variable selection and model estimation. The prior sensitivity in BSEM-N was explored in factor analysis models with sparse loading structures through a simulation study (Study 1) and an empirical example (Study 2). Study 1 examined the prior sensitivity in BSEM-N based on the model fit, population model recovery, true and false positive rates, and parameter estimation. Seven shrinkage priors on cross-loadings and five noninformative/vague priors on other model parameters were examined. Study 2 provided a real data example to illustrate the impact of various priors on model fit and parameter selection and estimation. Results indicated that when the 95% credible intervals of shrinkage priors barely covered the population cross-loading values, it resulted in the best balance between true and false positives. If the goal is to perform variable selection, a sparse cross-loading structure is required, preferably with a minimal number of nontrivial cross-loadings and relatively high primary loading values. To improve parameter estimates, a relatively large prior variance is preferred. When cross-loadings are relatively large, BSEM-N with zero-mean priors is not recommended for the estimation of cross-loadings and factor correlations.
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Peng, Kang, Ke Gao, Jian Liu, Yujiao Liu, Zhenyu Zhang, Xiang Fan, Xuyan Yin, Yongliang Zhang i Gun Huang. "Experimental and Numerical Evaluation of Rock Dynamic Test with Split-Hopkinson Pressure Bar". Advances in Materials Science and Engineering 2017 (2017): 1–12. http://dx.doi.org/10.1155/2017/2048591.

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Feasibility of rock dynamic properties by split-Hopkinson pressure bar (SHPB) was experimentally and numerically evaluated with ANSYS/LS-DYNA. The effects of different diameters, different loading rates, and different propagation distances on wave dispersion of input bars in SHPB with rectangle and half-sine wave loadings were analyzed. The results show that the dispersion effect on the diameter of input bar, loading rate, and propagation distance under half-sine waveform loading is ignorable compared with the rectangle wave loading. Moreover, the degrees of stress uniformity under rectangle and half-sine input wave loadings are compared in SHPB tests, and the time required for stress uniformity is calculated under different above-mentioned loadings. It is confirmed that the stress uniformity can be realized more easily using the half-sine pulse loading compared to the rectangle pulse loading, and this has significant advantages in the dynamic test of rock-like materials. Finally, the Holmquist-Johnson-Concrete constitutive model is introduced to simulate the failure mechanism and failure and fragmentation characteristics of rock under different strain rates. And the numerical results agree with that obtained from the experiment, which confirms the effectiveness of the model and the method.
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Rozprawy doktorskie na temat "Loading"

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Yapar, Ozgur. "Analysis Of Earthquake Loading, Wind Loading And Ice Loading Effects On Guyed Masts". Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/2/12612137/index.pdf.

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Guyed masts are special type of structures that are widely used in the telecommunication industry. In the past, there was no guideline for seismic design of these types of structures in the corresponding design codes. On the other hand, in the latest &ldquo
G&rdquo
revision of the ANSI/TIA-EIA code there is a comprehensive design criterion for the seismic design of the guyed masts. However, during the design process of these structures the most common approach is to ignore the effect of seismic loading and use only the internal forces developed from the wind load and ice load analysis. In this study firstly the efficiency and accuracy of the commercial SAP2000 and PLS-TOWER software were investigated, then finite element models of three guyed masts that had been designed in Turkey with the heights 30m, 60m and 100m in the SAP2000 and PLS-TOWER software were analyzed under the effect of earthquake, wind and ice loadings. The most common design code recognized all over the world used for the design of the guyed masts is ANSI/TIA-EIA 222-G &ldquo
Structural Standards for Steel Antenna Towers and Supporting Structures&rdquo
. Thus, the corresponding sections of this code were followed during the study. The main objective of this research is to check the correctness of commercial SAP2000 and PLS-TOWER software and to investigate the effect of seismic actions on the guyed masts and also to gain a better understanding of the behavior of guyed masts under the effects of the wind, ice and earthquake loadings.
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Vainionpää, A. (Aki). "Bone adaptation to impact loading—Significance of loading intensity". Doctoral thesis, University of Oulu, 2007. http://urn.fi/urn:isbn:9789514284939.

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Abstract Ageing populations have made osteoporosis and fragility fractures a major public health concern worldwide. Half of all women and 30% of all men will suffer a fracture related to osteoporosis during their lifetime. While medical prevention of this immense problem is impossible at population level, it is necessary to find efficient preventive strategies. Exercise is one of the major prevention approaches because one reason behind the increasing burden of osteoporosis is the modern sedentary lifestyle. However, the optimal type, intensity, frequency, and duration of exercise that best enhances skeletal integrity are still largely unknown. We conducted a 12-month population-based randomized controlled exercise intervention in 120 premenopausal women. The aim was to investigate the effect of impact exercise on bone mineral density, geometry and metabolism in healthy women with the intention of assessing the intensity and amount of impact loading with a novel accelerometer-based measurement device. Training effects on risk factors of osteoporotic fractures, physical performance and risk factors of cardiovascular diseases were also evaluated. This study demonstrated that 12 months of regular impact exercise favoured bone formation, increased bone mineral density in weight-bearing bones, especially at the hip, and led to geometric adaptations by increasing periosteal circumference. Bone adaptations had a dose- and intensity-dependent relationship with measured impact loading. Changes in proximal femur were threshold-dependent, indicating the importance of high impacts exceeding acceleration of 4 g as an osteogenic stimulus. The number of impacts needed to achieve this stimulation was 60 per day. Impact exercise also had a favourable effect on physical performance and cardiorespiratory risk factors by increasing maximal oxygen uptake, dynamic leg strength and decreasing low-density lipoproteins and waist circumference. Changes were dose-dependent with impact loading at wide intensity range. Bone adapts to impact loading through various mechanisms to ensure optimal bone strength. The number of impacts needed to achieve bone stimulation appeared to be 60 per day, comparable to the same number of daily jumps. If done on a regular basis, impact exercise may be an efficient and safe way of preventing osteoporosis
Tiivistelmä Väestön ikääntymisen ja elintapojen muutosten myötä osteoporoosista ja osteoporoottisista murtumista on tullut maailmanlaajuinen terveysongelma. Ongelman laajuuden vuoksi murtumien lääkkeellinen ehkäisy ei ole mahdollista kattavasti väestötasolla, joten vaihtoehtoisten ehkäisymenetelmien kehittäminen on välttämätöntä. Liikunta on yksi potentiaalinen ehkäisykeino, koska yksi tärkeä tekijä ongelman taustalla on arkiliikunnan vähentyminen. Liikunnan tiedetään hyödyttävän luustoa, mutta optimaalisen liikunnan tyyppi, intensiteetti, määrä ja kesto ovat kuitenkin selvittämättä. Tämän tutkimuksen tavoitteena oli selvittää hyppyharjoittelun vaikutusta 35–40-vuotiaiden naisten luun tiheyteen, geometriaan ja aineenvaihduntaan sekä määrittää luun kannalta optimaalisen harjoittelun määrä ja voimakkuus. Tutkimuksessa selvitettiin myös harjoittelun vaikutuksia fyysiseen suorituskykyyn, sekä sydän- ja verisuonisairauksien riskitekijöihin. Toteutimme väestöpohjaisen, satunnaistetun, kontrolloidun 12 kuukauden mittaisen liikuntaintervention, johon osallistui 120 naista. Intervention aikana mittasimme hyppykuormitusten määrää ja voimakkuutta uudella kiihtyvyysanturiin perustuvalla menetelmällä. Nousujohteinen hyppyharjoittelu aiheutti kuormitetuissa luissa muutoksia, joista keskeiset olivat luuntiheyden ja luun ympärysmitan kasvu. Lisäksi luuston aineenvaihdunnassa tapahtui muutoksia, jotka osoittivat luun uudismuodostuksen lisääntyneen. Luun mukautumisen ja mitattujen iskukuormitusten välillä havaittiin annos-vastesuhde. Kuormitusten voimakkuus oli olennaista, sillä reisiluun kaulan luuntiheyden muutokset olivat yhteydessä kuormituksiin, joiden kiihtyvyys oli yli 4 kertaa maan vetovoiman (g) suuruinen. Luustomuutoksen saavuttamiseen tarvittavien kuormitusten määrä yli 4 g:n tasolla oli kuitenkin vain 60 kuormitusta vuorokaudessa, jotka voidaan turvallisesti saavuttaa normaaleilla hypyillä. Liikuntaharjoittelu paransi myös kolesteroliarvoja, maksimaalista hapenottokykyä, voimatasoja sekä pienensi vyötärön ympärystä, vaikuttaen näin positiivisesti sydän- ja verisuonisairauksien riskitekijöihin. Tutkimus osoitti luun mukautuvan muuttuneisiin kuormituksiin useiden mekanismien kautta ja mukautumisen olevan kuormitusten intensiteetistä riippuvaista. Osteoporoosin ehkäisyn kannalta tehokas ja turvallinen kuormitusmäärä näyttää olevan 60 hyppyä päivässä
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Blom, Jonatan. "Autonomous Hauler Loading". Thesis, Mälardalens högskola, Akademin för innovation, design och teknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-21921.

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In this thesis we have designed and implemented components for an autonomoussystem for material re handling in the construction business, an autonomouswheel loader. Our achievements was at the end of this thesis demonstratedon a prototype machine. Our main contribution to the autonomous wheelloader is a new software platform design, with this new platform future expansionsis made easier. We have also developed several software components forthis platform that solves tasks required for autonomous operation with the wheelloader the most important listed below.ˆ Mission state machineˆ Vision algorithm, detect and parametrizes a load receiver (in this thesis ahauler) from LiDAR scanner dataˆ Translation algorithm, translate the wheel loader to a dynamic target andthere empty the payloadLow level development on the vision system of the autonomous wheel loaderwas also required to bee able to reach the target of the thesis. We have implementeda communication driver and a API for a LiDAR scanner and a API for aservo controller. A mechanical xture have been designed in CAD, manufacturingof this xture was achieved using a CNC mill.
I det här examensarbetet har designat och implementerat komponenter till ettsystem för automatiserad materialhantering i anläggningsbranschen, en autonomhjullastare. Examensarbetet avslutas med en uppvisning av den prototyp somvi implementerat våra komponenter på. Vårt främsta bidrag till systemet är enny mjukvarudesign, med det nya upplägget har det blivit enklare att integreranya komponenter i systemet. Förutom plattformen så har vi tagit fram komponenteroch lösningar för era delsystem som krävs för autonom operation medhjullastaren, dessa har vi listat några av dessa nedan.ˆ Tillståndsmaskin för hantering av övergripande uppdrag.ˆ Bildbehandlingsalgoritmer, som utifrån LiDAR data parametriserar lastmottagaren(i detta examensarbete en dumper)ˆ Dynamisk translationsalgoritm, denna används för att genomföra en tömningssekvenspå en godtycklig koordinat.Mycket jobb har även lagts på utveckling av underliggande system och funktionalitet,bland annat har vi implementerat kommunikations protokoll och APIför en LiDAR skanner samt ett API för en servo controller. Vi har också konstrueraten mekanisk vagga för LiDAR skannern och servomotorn i CAD, dennakonstruktion tillverkade vi senare i en CNC fräs.
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RYDMARK, MIKAEL. "Faster Loading of Websites : Strategies for optimizing loading of webpage components". Thesis, KTH, Skolan för datavetenskap och kommunikation (CSC), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-156250.

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When loading a webpage on the Internet it is desirable that it loads as quickly as possible. This master thesis presents several strategies to try and improve the response time of a webpage by optimizing the loading of its component. The tests conducted in this master thesis showedthat using compression will significantly improve the response time of a webpage and using caching for static components will greatly improve the response time for repeated visits of a webpage.
När en webbsida laddas på Internet är det önskvärt att det går så fortsom möjligt att ladda sidan. Den här rapporten redovisar flera strategierför att försöka förbättra laddningstiden för en webbsida genom att optimeraladdningen av en webbsidas komponenter. Testen som genomförtsoch redovisas i rapporten visade att man kan minska laddningstidenför en webbsida signifikant genom att tillämpa komprimering. Testenvisade också att man genom att cacha statiska komponenter kan sparamycket tid för återkommande besök av webbsidan.
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Suh, Jong Beom. "STRESS ANALYSIS OF RUBBER BLOCKS UNDER VERTICAL LOADING AND SHEAR LOADING". University of Akron / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1185822927.

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Larsson, Roland. "Lubrication at impact loading". Licentiate thesis, Luleå tekniska universitet, Maskinelement, 1994. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-17267.

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Miller, Kristin Lee. "Loading of craniofacial implants". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0005/MQ59849.pdf.

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Chen, Wen-Ling. "Impulsive loading in gonarthrosis". Thesis, University of Oxford, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.268204.

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Ratcliff, Max Simon William. "Aspects of container loading". Thesis, Swansea University, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.547337.

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This work deals with the problem of container loading. It analyses the effectiveness of a layering approach to the problem. The approach is applied to three key areas within this field, the first being concerned solely with the production of efficient, yet stable, loading arrangements for a single container. Using this as a foundation, subsequent work considers the handling of certain practical aspects. The third area of research concerns extensions to the approach in order to tackle situations where all of the cargo needs to be stowed in a set of (several) containers. The work demonstrates that the proposed approach produces packing arrangements which are highly efficient in terms of volume utilisation, and are generally superior to results obtained from a variety of other approaches. Several modified versions of the approach are presented, but it is shown that the original algorithm (with some enhancements of secondary importance) provides a better basis for further work. Where separation of the cargo is required, e.g. when it consists of consignments for different destinations, the layering approach has some limitations. A method of column building, which overcomes these shortcomings, is presented and is shown to be complementaty to the layering approach in terms of the packing efficiency obtained. However, this method has severe drawbacks in relation to load stability. It is shown that practical criteria such as load-bearing ability of boxes and preferences relating to direct contact placements can be incorporated into the layering approach. The method developed uses opportunity cost concepts to govern the placement of boxes. It is demonstrated that the method can produce a significantly higher packing efficiency than is achieved when weight considerations are treated solely as constraints. A system of 'finetuning' is presented that allows the criteria involved to be given user-defined weighting factors. This is shown to be significantly enhanced by a mechanism which checks whether weight aspects are relevant in the current step of the algorithm. This research also demonstrates that the problem of loading multiple containers can often be optimally solved by using one of a number of techniques based on the single container layering approach. Sequential methods, in which containers are loaded one after another by the application of a single container algorithm, are examined. These are compared with procedures where simultaneous consideration is given to the loading of several containers. A computationally more complex method, based on a set covering philosophy, is also investigated as a possible approach. 'This process involves the generation of a number of single container loading configurations and subsequent selection, by integer programming, of a minimal subset which covers the total consignment. The potential of this type of approach is clearly demonstrated
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10

Okorie, Aaron Onyemaechi Darlington. "Cyclic loading of silt". Thesis, University of Bradford, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305257.

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Książki na temat "Loading"

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artist, Allen Jonathan, red. Loading. New York: Brooklyn Arts Press, 2013.

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OBrien, Eugene, Andrzej Nowak i Colin Caprani. Bridge Traffic Loading. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849.

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Press, Lloyd's of London, red. Lloyd's loading list. Colchester: LLP Ltd, 1997.

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Advanced immediate loading. Hanover Park, IL: Quintessence Pub. Co., 2012.

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5

Institute, British Standards. Loading for buildings. Wyd. 2. Milton Keynes: BSI, 1996.

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Institute, British Standards. Loading for buildings. Wyd. 2. Milton Keynes: BSI, 1997.

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Canada, Transportation Safety Board of. Incorrect loading/centre of gravity, Canada 3000, Airbus A320-212 C-GVXA, Toronto/Lester B. Pearson, International Airport, Ontario, 22 October 1993. Hull, Quebec: Transportation Safety Board of Canada, 1994.

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Holmes, John D., i Seifu A. Bekele. Wind Loading of Structures. Fourth edition. | Boca Raton : CRC Press, 2021. |: CRC Press, 2020. http://dx.doi.org/10.1201/9780429296123.

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Wind loading of structures. London: Spon Press, 2001.

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Wind Loading of Structures. London: Taylor & Francis Group Plc, 2003.

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Części książek na temat "Loading"

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Chen, Francis F., i Jane P. Chang. "Loading". W Lecture Notes on Principles of Plasma Processing, 177–78. Boston, MA: Springer US, 2003. http://dx.doi.org/10.1007/978-1-4615-0181-7_35.

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Weik, Martin H. "loading". W Computer Science and Communications Dictionary, 912. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_10425.

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Keenahan, Jennifer, Eugene OBrien, Aleš Žnidarič i Jan Kalin. "Dynamic load allowance". W Bridge Traffic Loading, 87–110. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-4.

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Nowak, Andrzej, Jacek Chmielewski i Sylwia Stawska. "Vehicles and gross vehicle weight". W Bridge Traffic Loading, 11–46. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-2.

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Caprani, Colin, Michael Quilligan i Xin Ruan. "Long-span bridge loading". W Bridge Traffic Loading, 111–42. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-5.

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Nowak, Andrzej, Sylwia Stawska i Jacek Chmielewski. "Introduction". W Bridge Traffic Loading, 1–10. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-1.

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OBrien, Eugene, Donya Hajializadeh, Bernard Enright i Cathal Leahy. "Factors affecting the accuracy of characteristic maximum load effects". W Bridge Traffic Loading, 143–84. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-6.

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Caprani, Colin, i Roman Lenner. "Short-to-medium span bridges". W Bridge Traffic Loading, 47–86. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-3.

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Alexandrov, Sergey. "Mechanical Loading". W SpringerBriefs in Applied Sciences and Technology, 27–91. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14580-8_2.

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Alexandrov, Sergey. "Thermal Loading". W SpringerBriefs in Applied Sciences and Technology, 93–113. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14580-8_3.

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Streszczenia konferencji na temat "Loading"

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Gates, Jason, Joshua Braun i Evan Harvey. "LoadEnv: Consistently Loading Supported Environments Across Machines." W Proposed for presentation at the US-RSE Virtual Conference 21 held May 24-27, 2021. US DOE, 2021. http://dx.doi.org/10.2172/1870090.

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Tamura, Ichiro, Shinichi Matsuura, Ryuya Shimazu i Koji Kimura. "Categorization of Dynamic Loading Into Force-Controlled Loading and Displacement-Controlled Loading". W ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-85098.

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To investigate the behavior of inelastic single-degree-of-freedom systems, the maximum restoring forces and maximum deformations of the systems due to a harmonic excitation are calculated and drawn as a diagram. These systems have restoring forces characterized by bilinear skeleton curve of the kinematic hardening type. The diagram shows two types of characteristics, and the dynamic loadings can be categorized into force-controlled loading and displacement-controlled loading.
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Abouzied, Azza, Daniel J. Abadi i Avi Silberschatz. "Invisible loading". W the 16th International Conference. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2452376.2452377.

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Watanabe, Osamu, i Akihiro Matsuda. "Stress Redistribution Locus of Perforated Plate Under Displacement-Controlled Loading, Force-Controlled Loading and Thermal Loading". W ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57916.

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Stress and strain locus in inelastic deformation is important to evaluate the fatigue strength and creep-fatigue strength. The stress redistribution locus (SRL) of perforated plate under displacement-controlled condition has been studied so far by the present authors. The SRL curve under displacement-controlled loading is almost independent of the employed constitutive equation, and the SRL takes the similar curve as Neuber’s one, if the inelastic stress/strain is non-dimensionalized by elastic solutions. However, the SRL under force-controlled loading is not studied yet, which is closely related to collapse load and fatigue strength. The response under thermal loading is also important for fatigue strength and creep-fatigue strength. Based on the 3D FE solutions under force-controlled loading or thermal loading for the perforated plate, the nonlinear feature will be discussed.
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Frings, Wolfgang, Dong H. Ahn, Matthew LeGendre, Todd Gamblin, Bronis R. de Supinski i Felix Wolf. "Massively parallel loading". W the 27th international ACM conference. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2464996.2465020.

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Moshier, Monty, Ronald Hinrichsen, Gregory Czarnecki, David Barret i Michael Weisenbach. "Dynamic Loading Methodologies". W 43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-1492.

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Seigneur, Hubert, Jason Lincoln, Eric Schneller i Andrew M. Gabor. "Accelerating Cyclic Loading". W 2018 IEEE 7th World Conference on Photovoltaic Energy Conversion (WCPEC) (A Joint Conference of 45th IEEE PVSC, 28th PVSEC & 34th EU PVSEC). IEEE, 2018. http://dx.doi.org/10.1109/pvsc.2018.8547310.

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Meng Xiangde, Zhang Junhong i Li Lishun. "Fuzzy Control of Automatic Loading Mechanism of Palletized Loading System". W 2011 International Conference on Measuring Technology and Mechatronics Automation (ICMTMA). IEEE, 2011. http://dx.doi.org/10.1109/icmtma.2011.356.

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Islam, M. A., i C. T. Gnanendran. "Slope Stability under Cyclic Foundation Loading - Effect of Loading Frequency". W Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.075.

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"Effect of Loading Rate on Bond Behavior Under Dynamic Loading". W SP-175: Concrete and Blast Effects. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5922.

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Raporty organizacyjne na temat "Loading"

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Jamieson, Matthew. LNG Loading. Office of Scientific and Technical Information (OSTI), styczeń 2023. http://dx.doi.org/10.2172/1962428.

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Peterson, T. K. Shot loading trainer analysis. Office of Scientific and Technical Information (OSTI), luty 1995. http://dx.doi.org/10.2172/28241.

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Norman, B. F. Shot loading platform analysis. Office of Scientific and Technical Information (OSTI), październik 1994. http://dx.doi.org/10.2172/10113250.

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Kriikku, E. Plutonium immobilization -- Can loading. Office of Scientific and Technical Information (OSTI), luty 2000. http://dx.doi.org/10.2172/752037.

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GEUTHER J, CONRAD EA i RHOADARMER D. SLUDGE TREATMENT PROJECT COST COMPARISON BETWEEN HYDRAULIC LOADING AND SMALL CANISTER LOADING CONCEPTS. Office of Scientific and Technical Information (OSTI), sierpień 2009. http://dx.doi.org/10.2172/963146.

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Bhaduri, S., i L. M. Murphy. Wind loading on solar collectors. Office of Scientific and Technical Information (OSTI), czerwiec 1985. http://dx.doi.org/10.2172/5451635.

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Allen, Nicholas Charles. CTE Measurements for Loading Scenarios. Office of Scientific and Technical Information (OSTI), kwiecień 2016. http://dx.doi.org/10.2172/1248133.

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Dafoe, R. E., D. A. Lopez i K. L. Williams. DPC loading feasibility study report. Office of Scientific and Technical Information (OSTI), listopad 1997. http://dx.doi.org/10.2172/645525.

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Hansen, Michael L., J. K. Wills i David L. Reese. Level-Loading of Enlisted Accessions. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 2004. http://dx.doi.org/10.21236/ada430316.

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Kriikku, E., C. Ward, M. Stokes, B. Randall, J. Steed, R. Jones, L. Hamilton, L. Rogers, J. Fiscus i G. Dyches. Plutonium Immobilization Can Loading Concepts. Office of Scientific and Technical Information (OSTI), maj 1998. http://dx.doi.org/10.2172/664587.

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