Academic literature on the topic 'Reverse load'
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Journal articles on the topic "Reverse load"
Abdulla, Irfan, Daniel G. Langohr, Joshua W. Giles, James A. Johnson, and George S. Athwal. "The effect of humeral polyethylene insert constraint on reverse shoulder arthroplasty biomechanics." Shoulder & Elbow 10, no. 1 (April 5, 2017): 25–31. http://dx.doi.org/10.1177/1758573217701065.
Full textKATO, S. "Load Balancing Routing Algorithm for Reverse Proxy Servers." IEICE Transactions on Communications E88-B, no. 9 (September 1, 2005): 3693–700. http://dx.doi.org/10.1093/ietcom/e88-b.9.3693.
Full textYu, Ming-xin, Lin Wang, Jia-huan Yu, and Nan Yang. "Research on seismic properties of steel reinforced PP ECC column." E3S Web of Conferences 136 (2019): 04052. http://dx.doi.org/10.1051/e3sconf/201913604052.
Full textWei, Zhi Qiang. "Design and Application of Large Torque Electrical Load Simulator." Applied Mechanics and Materials 427-429 (September 2013): 660–63. http://dx.doi.org/10.4028/www.scientific.net/amm.427-429.660.
Full textYorino, N., A. Funahashi, H. Sasaki, and F. D. Galiana. "On reverse control action of on-load tap-changers." International Journal of Electrical Power & Energy Systems 19, no. 8 (November 1997): 541–48. http://dx.doi.org/10.1016/s0142-0615(97)00026-4.
Full textGuo, Zherui, James Zheng, and Weinong Chen. "Reverse ballistics penetration of Kevlar® fabric with different indenters at different loading rates." Textile Research Journal 87, no. 10 (May 16, 2016): 1165–76. http://dx.doi.org/10.1177/0040517516648513.
Full textChiaHwan, Yaw, and Han JianBo. "The Mechanical Behavior of Fiber Reinforced PP ECC Beams under Reverse Cyclic Loading." Advances in Materials Science and Engineering 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/159790.
Full textTho, K. K., S. Swaddiwudhipong, Z. S. Liu, K. Zeng, and J. Hua. "Uniqueness of reverse analysis from conical indentation tests." Journal of Materials Research 19, no. 8 (August 2004): 2498–502. http://dx.doi.org/10.1557/jmr.2004.0306.
Full textWei, Jiufu, Zhenxiao Li, and Baoming Li. "Investigation of Reverse Recovery Current of High-Power Thyristor in Pulsed Power Supply." Electronics 9, no. 8 (August 12, 2020): 1292. http://dx.doi.org/10.3390/electronics9081292.
Full textBognar, K., R. Pohl, and F. Behrendt. "Seawater reverse osmosis (SWRO) as deferrable load in micro grids." Desalination and Water Treatment 51, no. 4-6 (January 2013): 1190–99. http://dx.doi.org/10.1080/19443994.2012.715093.
Full textDissertations / Theses on the topic "Reverse load"
Corrigan, Gary E. "Evaluation of reverse transcriptase assay for viral load monitoring /." Stockholm, 2007. http://diss.kib.ki.se/2007/978-91-7357-207-1/.
Full textClosen, Max. "Self-tapping screw assemblies under monotonic and reverse cyclic load." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42780.
Full textMitchell, Gregory R. "Shipboard fluid system diagnostics using non-intrusive load monitoring." Thesis, Monterey, California. Naval Postgraduate School, 2007. http://hdl.handle.net/10945/2997.
Full textSystems on modern naval vessels are becoming exclusively dependent on electrical power. One example of this is the replacement of distilling and evaporator plants with reverse osmosis units. As the system is in continuous operation, it is critical to have remote real-time monitoring and diagnostic capabilities. The pressure to reduce shipboard manning only adds to the difficulties associated with monitoring such systems. One diagnostic platform that is particularly well suited for use in such an environment is the non-intrusive load monitor (NILM). The primary benefit of the NILM is that it can assess the operational status of multiple electrical loads from a single set of measurements collected at a central point in a ship's power-distribution network. This reduction in sensor count makes the NILM a low cost and highly reliable system. System modeling, laboratory experiments, and field studies have all shown that the NILM can effectively detect and diagnose several critical faults in shipboard fluid systems. For instance, data collected from the reverse osmosis units for two U.S. Coast Guard Medium Endurance Cutters indicate that the NILM can detect micron filter clogging, membrane failures, and several motor-related problems. Field-tested diagnostic indicators have been developed using a combination of physical modeling and laboratory experiments.
CIVINS
Bernica, Andrew. "Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation." Thesis, Kansas State University, 2016. http://hdl.handle.net/2097/32559.
Full textCivil Engineering
Hayder Rasheed
Reverse diagonal shear cracking at the supports of many reinforced concrete girders is a phenomenon affecting a number of KDOT’s low-volume bridges built in the early-to-mid 1900’s. This phenomenon is not addressed in the AASHTO Bridge Design Manual (2002) or ACI specifications. This study investigates the causes of this cracking and creates BRIDGE (Bridge Rating of Inclined Damage at Girder Ends), an Excel-based software to determine the load rating of a user specified bridge exhibiting reverse diagonal shear cracking at the girder supports. A user-interface is created which allows a user to create a grillage model of an existing bridge and to place various rating trucks on the bridge. Equivalent flexibility analysis is used to distribute the truck live loads from within the deck panels to the surrounding girders and diaphragms. Stiffness matrices are utilized to find the nodal displacements then the reactions at the girder supports caused by the truck live loads and bridge dead load. These reactions are checked against RISA software models to test the accuracy of the stiffness matrix application. ABAQUS FE models and Mohr’s circle stress distribution is used to find the driving and clamping forces on the crack. These forces are caused by resolving the dead and live load reactions and the friction force generated between the concrete girder and the rusty steel bearing pad along the shear crack orientation. These clamping and driving forces are used, along with the simplified modified compression field theory to determine the shear capacity of each girder at the reverse cracks. A modified version of Equation 6B.4.1 from the Manual for Bridge Evaluation (2011) is used to find the operating and inventory rating factors for the bridge.
Aghniaey, Nima. "Behaviour of Self Consolidating Steel Fiber Reinforced Concrete Beams Under Reversed Cyclic Loading." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/23785.
Full textMalmsten, Anders. "Reverse Transcriptase Activity Assays for Retrovirus Quantitation and Characterization." Doctoral thesis, Uppsala University, Department of Genetics and Pathology, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-4737.
Full textReverse transcriptase (RT) is a crucial enzyme for retrovirus replication, and its presence in the virion is indispensable for infectivity. This thesis illustrates the use of RT activity assays as tools for quantitation and characterization of different retroviruses, particularly HIV.
A non radioactive assay, using microtiter plates, for the RT of Moloney murine leukemia virus (MMuLV) was developed. Assay conditions for MMuLV and HIV-1 RT, together with isozyme specific RT activity blocking antibodies, were shown useful for discrimination between RTs from different retrovirus genera. RT activity assay for HIV-1 was found to quantitate different subtypes more equally efficient than p24 antigen assays did.
Viral load (VL), the amount of HIV particles in the blood, is an important marker of the clinical status of an infected person. A method for VL determination based on RT activity (ExaVir Load) was developed. After plasma pretreatment, to inactivate cellular DNA polymerases, virions in patient plasma were immobilized on a gel, which was washed to remove disturbing factors. The virions were lysed with a detergent containing buffer and the lysate eluted. Finally, the RT activity in the lysate was determined and found to correlate strongly to VL by RNA according to a PCR based standard method (Roche Amplicor 1.5). The second version of the method was able to measure VL down to approximately 400 HIV-1 RNA copies/ml. The usefulness of RT from the VL procedure for determination of susceptibility towards anti-HIV drugs was demonstrated, and the results were in agreement with genotypic data.
Due to its technical simplicity, and ability to detect a broad range of HIV-1 subtypes, ExaVir Load and the drug susceptibility application are interesting for clinical use, particularly but not only in resource limited settings. The concept is also potentially useful for research purposes, e.g. in combination with specific RT assay conditions.
Jafarian, Mostafa. "Behaviour of reverse channel connection to concrete filled hollow tube columns under fire conditions." Thesis, University of Manchester, 2013. https://www.research.manchester.ac.uk/portal/en/theses/behaviour-of-reverse-channel-connection-to-concrete-filled-hollow-tube-columns-under-fire-conditions(f60a80b2-a053-49d7-bbaf-22de4291a8e3).html.
Full textCosta, BÃrbara Cristina Alves da. "Load measurement error influence on friction factor calibration of pipe water distribution networks through do reverse transient method and genetic algorithm." Universidade Federal do CearÃ, 2014. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13621.
Full textThe study of hydraulic networks for operation purposes or viability analysis for extension or renovation of the same is started the calibration in this context understood as identification parameters, such as friction coefficient, surface roughness and diameter. The Transient Inverse Method in conjunction with genetic algorithm is efficient in this task shows. This method employs the method of characteristics in the solution of the equations of motion for transient flow in networks of pipes and the optimization of solutions is based on Evolutionary Theory and evaluated by an objective function, which in this study is the sum of the difference between the module loads measured and calculated by the model for each set of solutions. Whereas the objective of the development of mathematical models for calibration hypothetical networks is their use in real networks, and that these, the collection of payload data is subject to measurement errors, is due to defects in the equipment or by conditions unfavorable environment or other random effects and taking into account the relevance of friction factors in pipelines, by their relationship to head losses that must be controlled to a great operation of networks, ensuring a continuous supply in quantity and appropriate operating conditions, this work is proposed to verify the influence of the presence of transient load measurement errors in the identification of friction factors in two hypothetical hydraulic networks. They are of different sizes with the number of rings, knots and tubes. Both are each fed by a reservoir. The transient conditions are assigned to a valve maneuver installed in one of the nodes of each network. The load data collection is restricted to 20% of the nodes in each network, one of which is the node where the valve is located. The hydraulic transient observation time is restricted to the valve maneuver time, 20s, and occurs at intervals of 0.1s, resulting in 200 charge records. The permanent condition of networks is initially unknown knowledge about the same is restricted to load in the reservoirs and demands on us as well as pipe diameter, the friction factors are initially stipulated. The determination of the permanent and transient conditions and the identification of the friction factors is performed using a hydraulic model and generate transient loads which are conventionally considered true, then these various steps of receiving systematic and random errors, which generate new burdens and these are considered collected with measurement errors. From these new loads are carried IDs friction factors, which are compared with those obtained considering an ideal case with no measurement errors loads. This comparison is performed using the mean relative error and function great goal. The results show that measurement errors in the identification of interfering friction factors although not possible to draw a relationship between them.
Бабак, Антон Миколайович. "Малоциклова втома поверхнево зміцнених конструктивних елементів з врахуванням пошкоджуваності." Thesis, КПІ ім. Ігоря Сікорського, 2020. https://ela.kpi.ua/handle/123456789/38385.
Full textThe dissertation work is devoted to the estimation of durability at low - cycle fatigue of superficially strengthened constructive elements. After analysing existing works of various authors devoted to the topic on the assessment of durability in low-cycle fatigue for structural elements with stress concentrators in the form of structural holes. It was found that in existing approaches to assess durability, the damage is not taken into account. Which leads to less accurate results. It is known that during the operation of structural elements there are elastic-plastic deformations. In which there is a phenomenon of degradation of mechanical characteristics due to the occurrence and accumulation of damage. The concept and essence of damage were laid down, even L.M. Kachanov and Y.M. Rabotnov as microstructure changes in structural materials caused by inverted processes from the action of loads of different nature. The use of this parameter, the damage, in the calculations can be used as a vector, scalar or tensor. It allows the introduction of this parameter in a large number of existing models. Moreover, in the study of the analyzed works, it was shown that not all calculations for low-cycle fatigue for structural elements with stress concentrator take into account hardening due to surface plastic deformation. That occurs due to technological processes such as stamping holes of segmental configuration, rolling and mandrel. After analyzing the presented technological processes, it is determined that the dormant process is widespread due to its simplicity, economy and reliability. Thus, taking into account the damage and the study of the presented factors in creating a new model for predicting the durability of surface-reinforced structural elements under low-cycle load gives more approximate results in relation to the actual values. A set of experimental studies for aluminum alloy D16chT. Due to its prevalence among metallic materials in modern aircraft and machine-building complex. Mechanical characteristics of structural material under static load for solid samples were received. Also, under static loading for solid samples for the presented material, the dependence of the modulus of elasticity of the first kind E, volume modulus K, Poisson's ratio μ for aluminum alloy D16hT depending on the level of inverted plastic deformation was experimentally obtained using the unloading method. According to the experimental results, the kinetics of damage accumulation due to the change of the modulus of elasticity of the first kind E and the Poisson's ratio μ depending on the level of inverted plastic deformation was obtained. The dependence of the change in microhardness along the radius on the center of the hole on the surface of the material of aluminum alloy D16chT for perforated samples at 1%, 2%, 3% level of inverted plastic deformation was obtained. From the obtained results, three different areas of the hardness level of the material are shown. The zone of a sharp change in the value of microhardness, the zone of moderate change of microhardness and the zone of stabilization of microhardness caused by the mandrel process. Experimental studies were performed to determine the number of cycles before fracture and crack formation, in samples with concentrators in the form of holes. Which were previously surface plastically strengthened at 1%, 2%, and 3% of the level of inverted plastic deformation, by the mandrel, at different values maximum stresses and in a symmetrical load cycle. Numerical simulation of the diving process was performed using the numerical package Abaqus Student Edition. It is determined that the level of maximum damage is in the area of the mandrel out of the hole. Damage in the middle of the hole is 2-5 times less (depending on the level of pre-deformation) relative to the maximum value. To assess the impact of operating loads on the strength of power structural elements with a hole after dunking. To the preliminary results of the calculation of the dredging process, we apply an additional stage of loading, corresponding to the operating load. As a result of the calculations, the residual stress fields were obtained, they are presented in equivalent stresses according to 4 strength theory (Mises stress). It is estimated that as a result of mandreling in the area of the functional hole there are significant compressive stresses at all levels of plastic hardening. A method for determining (estimating) the number of cycles until failure depending on the degree of plastic deformation and the level of maximum stress of the aluminium alloy D16chT was developed, it was found that the mandreling process has a positive effect on the service life. Plastic strengthening of the surface of technological openings creates a local zone of compressive residual stresses. As a result, the absorption of stress concentration around the process hole during the pulsating load cycle decreases and the level of maximum loads that the structure can withstand increases. The regularities of the influence of residual stresses on the strength of power structural elements with a hole after mandrel are established. The regularities of the influence of the level of residual stresses after mandreling on the number of cycles before failure were experimentally established. It is shown that for samples with a hole after mandrel at 3% residual plastic deformation for stresses up to and at 2% residual plastic deformation for stresses up (for a given material), the stress concentrator does not affect durability. According to the developed model, a generalizing surface of low-cycle fatigue of structural elements (in the form of samples with a hole) made of aluminium alloy D16chT with pulsating tension (T = 293K) is constructed.
Диссертационная работа посвящена оценке долговечности при малоцикловой усталости поверхностно упрочненных конструктивных элементов. При исследовании работ, было показано, что не все расчеты при малоцикловой усталости для элементов с концентратором напряжений учитывают величину упрочнения за счет поверхностно - пластического деформирования, которые возникают во время технологических процессов. В результате численных расчетов было получено поля остаточных напряжений, они представлены в эквивалентных напряжениях согласно 4 теории прочности (напряжение по Мизесу). Также оценили НДС дорнированых функциональных отверстий под действием эксплуатационных нагрузок в зависимости от уровня пластического деформирования и величины эксплуатационной нагрузки. Установлены закономерности влияния остаточных напряжений на прочность силовых конструктивных элементов с отверстием после дорнования. Используя разработанную модель построено граничную поверхность малоцикловой усталости, которая учитывает величину ППД и величину напряжений с учетом кинетики накопления повреждений.
Ni, Chun. "Behavior of nailed timber joints under reversed cyclic load." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq23869.pdf.
Full textBooks on the topic "Reverse load"
Dana, Carpender, ed. The glycemic load diet: Lose weight and reverse insulin resistance with this powerful new program. Emmaus, Pa: Rodale, 2011.
Find full textDana, Carpender, ed. The glycemic-load diet cookbook: 150 recipes to help you lose weight and reverse insulin resistance. New York: McGraw-Hill, 2009.
Find full textPiscatella, Joseph C. Take a load off your heart: 109 things you can actually do to prevent, halt, or reverse heart disease. New York: Workman Pub., 2003.
Find full textLane, Allison. Lord Avery's Revenge. New York: Signet, 1997.
Find full textLake, Nick. Lord Oda's revenge. London: Corvus, 2012.
Find full textChŏ chʻulsan, koryŏnghwa sahoe rŭl wihan yŏk mogijiron: Reverse morgage loan. Kyŏnggi-do Pʻaju-si: Hanʼguk Haksul Chŏngbo, 2006.
Find full textLondon, Julia. The revenge of Lord Eberlin. New York: Pocket Books, 2012.
Find full textLondon, Julia. The revenge of Lord Eberlin. Waterville, Me: Thorndike Press, 2012.
Find full textNational Regulatory Research Institute (Ohio State University). An examination of the application of peak methods to allocate a revenue requirement for intrastate telephone services. Columbus, Ohio: The Institute, 1990.
Find full textLake, Nick. Blood ninja II: The revenge of Lord Oda. New York: Simon and Schuster Books for Young Readers, 2010.
Find full textBook chapters on the topic "Reverse load"
Kim, Yongmin, Munhwan Kim, and Hongchul Lee. "A Load Optimization Considering Reverse Synergy that May Occur with Mixed Load." In Progress in Systems Engineering, 241–43. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-08422-0_36.
Full textKhoshaba, Oleksandr, Vitalii Lytvynov, Viktor Grechaninov, and Kostiantyn Zavertailo. "Performance of the Reverse Load Balancer Method in Cluster and Cloud Infrastructures." In Advances in Intelligent Systems and Computing, 186–96. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58124-4_18.
Full textSweller, John, Paul Ayres, and Slava Kalyuga. "The Expertise Reversal Effect." In Cognitive Load Theory, 155–70. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-8126-4_12.
Full textErsoy, U., and T. Tankut. "Jacketed columns subjected to combined axial load and reversed cyclic bending." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri, 631–38. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-080.
Full textPanagiotopoulos, C. G., Y. Petromichelakis, and C. Tsogka. "Time Reversal and Imaging for Structures." In Dynamic Response of Infrastructure to Environmentally Induced Loads, 159–82. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56136-3_9.
Full textMabe, James, Brian Fischer, and Darren Hartl. "Characterization and Modeling of Trained Nitinol Torsional Actuators Under Reverse Bias Loads." In TMS2013 Supplemental Proceedings, 987–98. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118663547.ch122.
Full textShumilina, Vera, and Sergey Nikitin. "BANKRUPTCY IN SMALL BUSINESS IN CONNECTION WITH THE PANDEMIC." In Business security management in modern conditions, 229–39. au: AUS PUBLISHERS, 2021. http://dx.doi.org/10.26526/chapter_60258635e9e650.37516173.
Full textChoi, Chang Sik. "Improvement of Earthquake-Resistant Performance of Squat Shear Walls under Reversed Cyclic Loads." In Fracture and Damage Mechanics V, 535–38. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-413-8.535.
Full textMellaoui, Wahiba, Richard Posso, Yodit Gebrealif, Erik Bock, Jörn Altmann, and Hyenyoung Yoon. "Knowledge Management Framework for Cloud Federation." In Economics of Grids, Clouds, Systems, and Services, 123–32. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-92916-9_10.
Full textOuyang, Jun. "Drug-to-Antibody Ratio (DAR) and Drug Load Distribution by Hydrophobic Interaction Chromatography and Reversed Phase High-Performance Liquid Chromatography." In Methods in Molecular Biology, 275–83. Totowa, NJ: Humana Press, 2013. http://dx.doi.org/10.1007/978-1-62703-541-5_17.
Full textConference papers on the topic "Reverse load"
Wixon, A., K. Venkataraman, P. Newman, and K. Maleka. "Load blinding stabilisation for DOC relays subjected to reverse load flow." In 12th IET International Conference on Developments in Power System Protection (DPSP 2014). Institution of Engineering and Technology, 2014. http://dx.doi.org/10.1049/cp.2014.0077.
Full textNguyen, H. X., P. K. Kreitz, O. J. Hahn, L. C. Chow, and M. J. Morgan. "Heat Pipe Response to Pulse Forward and Reverse Heat Load." In Aerospace Atlantic Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1991. http://dx.doi.org/10.4271/911187.
Full textTakenaka, T., S. Kato, and H. Okamoto. "Adaptive load balancing content address hashing routing for reverse proxy servers." In 2004 IEEE International Conference on Communications (IEEE Cat. No.04CH37577). IEEE, 2004. http://dx.doi.org/10.1109/icc.2004.1312765.
Full textKarimi, M., A. M. Sodagar, M. E. Mofrad, and P. Amiri. "Auxiliary-carrier load-shift keying for reverse data telemetry from biomedical implants." In 2012 IEEE Biomedical Circuits and Systems Conference (BioCAS 2012). IEEE, 2012. http://dx.doi.org/10.1109/biocas.2012.6418457.
Full textSegawa, Kiyoshi, Shigeki Senoo, Hisashi Hamatake, Takeshi Kudo, Tateki Nakamura, and Naoaki Shibashita. "Steady and Unsteady Flow Measurements Under Low Load Conditions in a Low Pressure Model Steam Turbine." In 2012 20th International Conference on Nuclear Engineering and the ASME 2012 Power Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/icone20-power2012-54862.
Full textZekas, B. Michael, and Andrew N. Schultz. "Unique Reverse and Maneuvering Features of the AOE-6 Reverse Reduction Gear." In ASME 1997 International Gas Turbine and Aeroengine Congress and Exhibition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/97-gt-515.
Full textKastner, Oliver, and Graeme J. Ackland. "Load-Induced Martensitic Transformations in Pseudo-Elastic Lennard-Jones Crystals." In ASME 2008 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2008. http://dx.doi.org/10.1115/smasis2008-413.
Full textHarrewijn, T. L., R. P. H. Vergoossen, and E. O. L. Lantsoght. "Reverse engineering of existing reinforced concrete slab bridges." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0140.
Full textJeong, Sehwan, Hyun-su Kim, Sang-beom Shin, and Tae-jong Park. "Effect of Reverse Bending Method on Pre-Crack Straightness in CTOD Test of Welded Thick Steel Plates." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-37909.
Full textToso, Alessandro, Bruno Darnis, Bill Prescott, and Joris De Cuyper. "Integration of Time Waveform Replication Process in a Multibody Software for Reverse Load Identification." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-48539.
Full textReports on the topic "Reverse load"
DeAnna, Dixon, and Hodo Wayne. Finite element analysis of quoin block deterioration and load transfer mechanisms in miter gates : pintle and pintle connections. Engineer Research and Development Center (U.S.), June 2021. http://dx.doi.org/10.21079/11681/40842.
Full textAlbrecht, Jochen, Andreas Petutschnig, Laxmi Ramasubramanian, Bernd Resch, and Aleisha Wright. Comparing Twitter and LODES Data for Detecting Commuter Mobility Patterns. Mineta Transportation Institute, May 2021. http://dx.doi.org/10.31979/mti.2021.2037.
Full textCavaille, Charlotte, Federica Liberini, Michela Redoano, Anandi Mani, Vera E. Troeger, Helen Miller, Ioana Marinescu, et al. Which Way Now? Economic Policy after a Decade of Upheaval: A CAGE Policy Report. Edited by Vera E. Troeger. The Social Market Foundation, February 2019. http://dx.doi.org/10.31273/978-1-910683-41-5.
Full textChandra, Shailesh, Mehran Rahmani, Timothy Thai, Vivek Mishra, and Jacqueline Camacho. Evaluating Financing Mechanisms and Economic Benefits to Fund Grade Separation Projects. Mineta Transportation Institute, January 2021. http://dx.doi.org/10.31979/mti.2020.1926.
Full textResearch Department - Government Finance - Statements of Revenue and Expenditure - Statements of Consolidated Revenue & Expenditure & Loan Fund Accounts (Niemeyer Statements) - File 3 - Tasmania - July 1949 - June 1955. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_2006/17175.
Full textResearch Department - Government Finance - Statements of Revenue and Expenditure - Statements of Consolidated Revenue & Expenditure & Loan Fund Accounts (Niemeyer Statements) - File 2 - NSW - July 1950 - July 1955. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_2006/17167.
Full textResearch Department - Government Finance - Statements of Revenue and Expenditure - Statements of Consolidated Revenue & Expenditure & Loan Fund Accounts (Niemeyer Statements) - File 2 - Queensland - July 1949 - June 1955. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_2006/17172.
Full textResearch Department - Government Finance - Statements of Revenue and Expenditure - Statements of Consolidated Revenue & Expenditure & Loan Fund Accounts (Niemeyer Statements) - File 3 - Victoria - July 1949 - June 1955. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_2006/17169.
Full textResearch Department - Government Finance - Statements of Revenue and Expenditure - Statements of Consolidated Revenue & Expenditure & Loan Fund Accounts (Niemeyer Statements) - File 3 - South Australia - July 1949 - June 1955. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_2006/17174.
Full textResearch Department - Government Finance - Statements of Revenue and Expenditure - Statements of Consolidated Revenue & Expenditure & Loan Fund Accounts (Niemeyer Statements) - File 1 - Western Australia - July 1949 - June 1955. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_2006/17170.
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