Relevant bibliographies by topics / Test load

Contents

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

Academic literature on the topic 'Test load'

Author: Grafiati
Published: 8 September 2021
Last updated: 29 July 2025

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Journal articles on the topic "Test load"

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Francis, Diane P., K. Michael Peddecord, Louise K. Hofherr, J. Rex Astles, and William O. Schalla. "Viral Load Test Reports." Archives of Pathology & Laboratory Medicine 125, no. 12 (2001): 1546–54. http://dx.doi.org/10.5858/2001-125-1546-vltr.

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Abstract Context.— Human immunodeficiency virus (HIV) RNA testing (viral load testing) is increasingly important in the care of patients infected with HIV-1 to determine when to initiate, monitor, and change antiretroviral therapy. Patient viral load testing information is communicated to the clinician through the laboratory test report. Objectives.—To examine the format and information used in reporting viral load testing results and determine the clarity of the information provided in these reports. Design.—Patient test reports with all personal identifiers removed were requested of viral lo
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Verma, Harsh, Arun Krishnan, and Sivasubramanian S. "Analytics Performance Load Test." International Journal of Computer Applications 176, no. 2 (2017): 10–13. http://dx.doi.org/10.5120/ijca2017915532.

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Kim, Seung-Ho, Kwon-Ick Ha, Jin-Hwan Ahn, Sang-Hyun Kim, and Hee-Joon Choi. "Biceps load test II." Arthroscopy: The Journal of Arthroscopic & Related Surgery 17, no. 2 (2001): 160–64. http://dx.doi.org/10.1053/jars.2001.20665.

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Norbury, D. R. "The Point Load Test." Geological Society, London, Engineering Geology Special Publications 2, no. 1 (1986): 325–29. http://dx.doi.org/10.1144/gsl.1986.002.01.56.

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AbstractIn the twelve years since the paint load test was introduced, much experience has been gained in its use. This paper reviews published papers reporting constructive criticism of test procedures and case histories.
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Kwon, Oh Sung, Yongkyu Choi, Ohkyun Kwon, and Myoung Mo Kim. "Comparison of the Bidirectional Load Test with the Top-Down Load Test." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 108–16. http://dx.doi.org/10.1177/0361198105193600113.

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For the past decade, the Osterberg testing method (O-cell test) has been proved advantageous over the conventional pile load testing method in many aspects. However, because the O-cell test uses a loading mechanism entirely different from that of the conventional pile loading testing method, many investigators and practicing engineers have been concerned that the O-cell test would give inaccurate results, especially about the pile head settlement behavior. Therefore, a bidirectional load test using the Osterberg method and the conventional top-down load test were executed on 1.5-m diameter cas
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Bradshaw, A. S. "Pile load transfer from static load test inversion." DFI Journal - The Journal of the Deep Foundations Institute 10, no. 1 (2016): 34–40. http://dx.doi.org/10.1080/19375247.2016.1148373.

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Marek, Szafranski. "The influence of railway vehicle modeling approach on the dynamic response of a bridge span." Transportation Overview - Przeglad Komunikacyjny 2019, no. 10 (2019): 13–23. http://dx.doi.org/10.35117/test.

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The paper presents the results of numerical analysis and in-situ measurements of two railway bridge spans subjected to an action of moving vehicles. The railway vehicle is introduced using four simplified load models: series of concentrated forces, series of lumped masses and series of single-mass and two-mass oscillators. Numerical simulations are performed using FE method. The dynamic parameters of the vehicle and the bridge models are determined on the basis of modal identification results of existing structures – EN57 traction unit and steel bridges of 10 and 30 m theoretical span length.
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Zhang, Jun, Zi Wen Zhou, Xiao Lu Ni, Hao Chen, and Peng Cheng Zhu. "Modal Test on an External Prestressed Steel Beam." Advanced Materials Research 446-449 (January 2012): 3123–27. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3123.

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Modal experiments are present to study dynamic behaviors of an external prestressed steel beam. The impact testing is introduced, when the input is fixed and FRFs are measured for multiple outs. Modal results indicate that the modal shape will increase when external prestressed load exists; the first order frequency of external prestressed load on the beam is higher than that of no load, but the amount of loads have little influence on the value of damping coefficients and the first order frequency; and there are denser frequencies with lager external prestressed load.
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Zhu, Linbo, Yongsheng Zhu, and Yuping Yan. "Methods to test and generate the wear load spectrum of journal bearing in concrete pump." Advances in Mechanical Engineering 13, no. 4 (2021): 168781402110077. http://dx.doi.org/10.1177/16878140211007716.

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Load spectrum is the basis of wear analysis and life prediction in journal bearing. This paper proposed a method to generate the wear load spectrum from the measured loads that avoiding the errors introduced by the assumptions of traditional constant load. An axle pin load sensor that can recognize the load value and its orientation is developed to test the original wear loads of journal bearing in a concrete pump under working conditions. The interactive influence of perpendicular components in the measured loads is involved by introducing two effect coefficients. Subsequently, the amplitude
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Jin, Juan, and Seung-Kyou Choi. "Operation Method of a Load Test Device Using an Energy Storage System for Site Acceptance Test of a Fire-Fighting Emergency Generator." Energies 14, no. 17 (2021): 5395. http://dx.doi.org/10.3390/en14175395.

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Emergency generators are important facilities that supply emergency power to fire-fighting facilities in the event of a power outage. Accordingly, a load test of the emergency generator should be performed by cutting off the power source of the fire-fighting target in order to accurately confirm the performance and condition of the emergency generator in normal circumstances. However, the test has usually been carried out without loads due to serious problems, which are caused by a shutdown of the power source for the load test of emergency generators, such as the shutdown of emergency load, e
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Dissertations / Theses on the topic "Test load"

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Besar, Jusoh bin. "Load capacity of pile foundations : load test interpretation hypotheses." Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309047.

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Tong, Kin-kwok, and 湯建國. "Information processing load in listening test." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31956774.

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Tong, Kin-kwok. "Information processing load in listening test." [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13554438.

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Lowry, Sonia L. "Analysis of statnamic load test data using a load shed distribution model." [Tampa, Fla.] : University of South Florida, 2005. http://purl.fcla.edu/fcla/etd/SFE0001238.

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Stokes, Michael Jeffrey. "Advancements in rapid load test data regression." [Tampa, Fla] : University of South Florida, 2006. http://purl.fcla.edu/usf/dc/et/SFE0001929.

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Åberg, Skender Dennis. "Modelling of Test Bench for Road Load Simulation." Thesis, Linköpings universitet, Reglerteknik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-141957.

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Warehouse forklifts are often powered by batteries. By using a test bench where the forklift can be driven in a certain driving-cycle, the battery capacity can be tested. To obtain the same speed curve on the test bench as a forklift obtains when driving on a real road, the test bench must be able to simulate road load. In this master’s thesis, a test bench is modelled in Simulink using grey-box modelling and validated with measured data. Also, a speed regulator is developed and implemented in the test bench model to simulate road load. Simulations with the model and the speed regulator show h
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Khan, Nizamudeen. "Load distribution in test loaded intrumented steel piles." Thesis, University of Ottawa (Canada), 1987. http://hdl.handle.net/10393/5457.

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Taki, Ismail M. "Load distribution in test loaded prestressed concrete piles." Thesis, University of Ottawa (Canada), 1987. http://hdl.handle.net/10393/11090.

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Wagner, Holly A. "Determining optimal load for a constant-load cycle ergometer test relative to isotonic leg strength." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-01242009-063426/.

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Feng, Xianan. "Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway." University of Toledo / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279214079.

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Books on the topic "Test load"

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American Iron and Steel Institute., ed. Steel pile load test data. American Iron and Steel Institute, 1985.

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Fang, X. Field test protocol: Standard internal load generation for unoccupied test homes. U.S. Dept. of Energy, Energy Efficiency & Renewable Energy, Building Technologies Program, 2011.

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Verderaime, V. Test load verification through strain data analysis. National Aeronautics and Space Administration, 1995.

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Murray, R. T. Geotextile test procedures: Background and sustained load testing. Transport and Road Research Laboratory, Structures Group, Ground Engineering Division, 1987.

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F, Carter John. The NASA landing gear test airplane. National Aeronautics and Space Administration, 1995.

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Wanhill, R. J. H. A test plan for sustained load fracture control verification. National Aerospace Laboratory, 1989.

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W, Goodpasture D., ed. Correlation of bridge load capacity estimates with test data. Transportation Research Board, National Research Council, 1988.

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F, Harrington, and United States. National Aeronautics and Space Administration., eds. Static test induced loads verification beyond elastic limit. National Aeronautics and Space Administration, 1996.

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Center, Langley Research, ed. Test methods for textile composites. National Aeronautics and Space Administration, Langley Research Center, 1994.

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Daly, A. F. Load test on a jack arch bridge with cast iron girders. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1991.

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Book chapters on the topic "Test load"

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Weik, Martin H. "load test." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_10443.

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Weik, Martin H. "tensile load test." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_19344.

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Lascelles, P. T., and D. Donaldson. "Potassium Load Test." In Diagnostic Function Tests in Chemical Pathology. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1846-7_64.

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Lascelles, P. T., and D. Donaldson. "Water Load Test." In Diagnostic Function Tests in Chemical Pathology. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1846-7_81.

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Arancibia, Mauricio Diaz, and Pinar Okumus. "Example Load Test." In Load Testing of Bridges. CRC Press, 2019. http://dx.doi.org/10.1201/9780429265426-10.

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Lutenegger, Alan J. "Plate Load Test (PLT) and Screw Plate Load Test (SPLT)." In In Situ Testing Methods in Geotechnical Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003002017-9.

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Lascelles, P. T., and D. Donaldson. "Ammonium Chloride Load Test." In Diagnostic Function Tests in Chemical Pathology. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1846-7_2.

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Lascelles, P. T., and D. Donaldson. "L-Methionine Load Test." In Diagnostic Function Tests in Chemical Pathology. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1846-7_55.

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Lascelles, P. T., and D. Donaldson. "L-Tryptophan Load Test." In Diagnostic Function Tests in Chemical Pathology. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1846-7_75.

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Konin, Jeff G., Denise Lebsack, Alison R. Snyder Valier, Jerome A. “Jai” Isear, and Holly Brader Marakovits. "Load and Shift Test." In Special Tests for Orthopedic Examination, 4th ed. CRC Press, 2024. http://dx.doi.org/10.1201/9781003526490-36.

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Conference papers on the topic "Test load"

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Wang, Yuanzhang, Peng Zhang, Fengkui Yang, Ke Zhou, and Chunhua Li. "LoADM: Load-Aware Directory Migration Policy in Distributed File Systems." In 2024 Design, Automation & Test in Europe Conference & Exhibition (DATE). IEEE, 2024. http://dx.doi.org/10.23919/date58400.2024.10546634.

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Yolum, Ugur, Enes Aydın, Fatih Çimen, and Tolga Temmuz Ökten. "Determination of Full-Scale Static Test Load Cases of a Light Utility Helicopter." In Vertical Flight Society 81st Annual Forum and Technology Display. The Vertical Flight Society, 2025. https://doi.org/10.4050/f-0081-2025-181.

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Full-scale static test (FSST) is a key test program for the certification of new helicopter airframe. The strength and deformation requirements in airframe certification are substantiated by full-scale tests of the airframe structures. It provides experimental evidence that the structure is able to support limit loads without detrimental permanent deformation and carry ultimate loads for at least three seconds. In design stage, the total number of flight and ground limit load conditions is around 500. In FSST, the number of test load cases should be remarkably reduced. However, the selected lo
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Lapalme, Maxime, Guillaume Biron, and Marc Ouellet. "Bell Model 505 Fatigue Test Loads Derivation using Flight Test Data Reduction and Convex Envelopes." In Vertical Flight Society 72nd Annual Forum & Technology Display. The Vertical Flight Society, 2016. http://dx.doi.org/10.4050/f-0072-2016-11562.

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In this paper, a methodology to derive loads to apply to a full scale fatigue test from flight test data is presented. Bell model 505 tailboom is used to illustrate the methodology. First, the tailboom instrumentation for flight testing is described. A complete Load Level Survey is performed to gather the data required for the fatigue test. Then, the whole flight test data (18,000,000 data points) is reduced to a critical convex envelope (roughly 5,000 data points). To further reduce the loads data set to a manageable number for a fatigue test, a Finite Element model is built to obtain relatio
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Marín, Mauricio, Johannio Marulanda, and Peter Thomson. "Load rating of an in-service bridge integrating Bridge Weigh-in-Motion data and load test results." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1065.

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<p>Old bridges subjected to current service loads are affected by the increased traffic flow and higher load-carrying capacity of new trucks. For structural assessment, knowing the actual loads over the bridge is crucial to obtain realistic results. Bridge Weigh-in-Motion (B-WIM) system facilitates decisions such as posting, construction of a new bridge, reinforcement, or rehabilitation of the structure since it is possible to know the actual loads. In this study, B-WIM data and load tests results are integrated to perform the load rating of an in-service bridge, located in Cali, Colombi
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Tan, Ta, Xiaowen Chen, Chen Li, and Jianzhuang Lu. "Load balancing-oriented fault-tolerant NoC design." In 2024 IEEE International Test Conference in Asia (ITC-Asia). IEEE, 2024. http://dx.doi.org/10.1109/itc-asia62534.2024.10661350.

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Sakhuja, Akshay, Vignesh Rajamanickam, Visakan Raju, and Balasundaram Dhana Sekaran. "Bi-Directional load test: To remove uncertainty in pile load test results interpretation." In 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1394.

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Bi-directional static load testing for piles has been around for long time. However, the loading mechanism is different from the conventional pile loading testing method, many practicing engineers have concern over its concern of the pile top settlement. Its proponents believe it is safer, easier, and capable of achieving higher loads than traditional top-loading methods. The traditional methods including the kentledge have constraints of performing higher loads, which may lead to fatal accidents. India has seen a lot of development in the field of infrastructure in the recent past and strive
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Ulehla, Libor, Jan Hošek, Petr Tichý, and Šárka Němcová. "Birefringence test for basic load case." In Optical Modeling and Performance Predictions X, edited by Marie B. Levine-West and Mark A. Kahan. SPIE, 2018. http://dx.doi.org/10.1117/12.2320543.

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Kalavar, Shesh, and Carl Ealy. "FHWA Deep Foundation Load Test Database." In Geo-Denver 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40511(288)14.

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Syer, Mark D., Zhen Ming Jiang, Meiyappan Nagappan, Ahmed E. Hassan, Mohamed Nasser, and Parminder Flora. "Continuous validation of load test suites." In ICPE'14: ACM/SPEC International Conference on Performance Engineering. ACM, 2014. http://dx.doi.org/10.1145/2568088.2568101.

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Orefice, Martina, Vincenzo Quaranta, Giovanni Bruno, Giuseppe Martinotti, and Carmine Carandente Tartaglia. "Quasi-static load space qualification test." In 2021 IEEE 8th International Workshop on Metrology for AeroSpace (MetroAeroSpace). IEEE, 2021. http://dx.doi.org/10.1109/metroaerospace51421.2021.9511773.

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Reports on the topic "Test load"

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Wilkerson, Stephen, Virginia Fulton, and Joe Thiravong. M256 Static Load Test. Defense Technical Information Center, 1993. http://dx.doi.org/10.21236/ada267733.

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Wu, J. EC Hydraulic Drive Cylinder Load Test. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/1031768.

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Bellomy, J. R. Project W320 52-inch diameter equipment container load test: Test report. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/31461.

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Fang, X., D. Christensen, G. Barker, and E. Hancock. Field Test Protocol. Standard Internal Load Generation for Unoccupied Test Homes. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1219235.

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Fang, X., D. Christensen, G. Barker, and E. Hancock. Field Test Protocol: Standard Internal Load Generation in Unoccupied Test Homes. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1018106.

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Jensen, Richard Pearson. Dynamic load test of Arquin-designed CMU wall. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/978431.

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Jensen, Richard Pearson, and Jeffery L. Cherry. Static load test of Arquin-designed CMU wall. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/946573.

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Bellomy, J. R. Project W320 heel jet secondary catch mechanism lateral load test - test report. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10123872.

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Hale, Elaine, Nongchao Guo, and Richard O'Neill. Bid-in Price-Sensitive Load: A Comparison with Fixed Load in a Realistic Test System. Office of Scientific and Technical Information (OSTI), 2024. http://dx.doi.org/10.2172/2316132.

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Faris, Anthony, Dmitry Kosterev, Joseph Eto, and Dave Chassin. Load Composition Analysis in Support of the NERC Load Modeling Task Force 2019-2020 Field Test of the Composite Load Model. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1644285.

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