Relevant bibliographies by topics / Experimental testing

Academic literature on the topic 'Experimental testing'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 April 2023

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Journal articles on the topic "Experimental testing"

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Savage, S., and D. Ma. "Experimental behaviour testing: pain." British Journal of Anaesthesia 114, no. 5 (May 2015): 721–24. http://dx.doi.org/10.1093/bja/aeu346.

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Ogitsu, Takeki, and Manabu Omae. "Experimental Testing of Cooperative Adaptive Cruise Control using Small Electric Vehicles." Journal of the Institute of Industrial Applications Engineers 4, no. 3 (July 25, 2016): 118–21. http://dx.doi.org/10.12792/jiiae.4.118.

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Kuryło, Piotr. "EXPERIMENTAL STAND FOR ACTUATOR TESTING." Acta Mechatronica 3, no. 2 (June 30, 2018): 7–10. http://dx.doi.org/10.22306/am.v3i2.33.

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Rafiq, O., C. Chraïbi, and R. Castanet. "Experimental testing of transport protocol." ACM SIGCOMM Computer Communication Review 16, no. 4 (August 15, 1986): 23–34. http://dx.doi.org/10.1145/15679.15681.

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de Barros, Everaldo, Fernando Juliani, and Leandro Ribeiro de Camargo. "Experimental facilities for modal testing." Aircraft Engineering and Aerospace Technology 89, no. 2 (March 6, 2017): 358–63. http://dx.doi.org/10.1108/aeat-04-2015-0099.

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Purpose The experimental modal analysis requires good knowledge of various engineering fields, such as mechanical vibrations, transducers used in vibration measurement, transducers and system calibration methods, data acquisition systems, digital signal processing and system identification. Test facilities constitute a key factor for improving the quality of the estimated modal model. This paper aims to describe the experimental facilities at the Institute of Aeronautics and Space (IAE) Modal Testing Laboratory in terms of associated instrumentation and data acquisition system, metrological aspects and computational resources. The discussion is completed with a practical application showing a ground vibration testing (GVT) of an unmanned aerial vehicle (UAV). Design/methodology/approach The experimental facilities were evaluated in a typical GVT, using three shakers in both vertical and horizontal excitations and 88 response measurement points. The global excitation method was used to excite all desired modes. The reliability of the experimental modal model was validated by an auto modal assurance criterion matrix for the measured modes of the structure. Findings The experimental facilities were successfully used for validating the dynamical characteristics of the UAV under testing. Originality/value The modal test facilities of the Modal Testing Laboratory at the IAE, the main research center of the Brazilian Air Force, are described in this paper.
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Lewis, G. A., and H. N. E. Stevens. "Experimental Design in Dissolution Testing." Drug Development and Industrial Pharmacy 13, no. 9-11 (January 1987): 1807–16. http://dx.doi.org/10.3109/03639048709068693.

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Melcer, Jozef. "Experimental Testing of a Bridge." Applied Mechanics and Materials 486 (December 2013): 333–40. http://dx.doi.org/10.4028/www.scientific.net/amm.486.333.

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The paper is dedicated to describing of experimental processes and experimental technique needed for realization of experimental tests of a bridge. The dynamic loading test was carried out on the monitored bridge. The time courses of bridge vertical displacements were registered. The power spectral densities of obtained records were used for determination of the basic natural frequency. The experimentally obtained results were compared with numerically obtained ones .
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Marre, B., P. Thévenod-Fosse, H. Waeselynck, P. Le Gall, and Y. Crouzet. "An Experimental Evaluation of Formal Testing and Statistical Testing." IFAC Proceedings Volumes 25, no. 30 (October 1992): 311–16. http://dx.doi.org/10.1016/s1474-6670(17)49448-1.

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Monika Soni. "Experimental Study of Software Testing Strategies used in Mobile Testing." International Journal on Recent and Innovation Trends in Computing and Communication 8, no. 1 (January 31, 2020): 06–10. http://dx.doi.org/10.17762/ijritcc.v8i1.5442.

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This paper will explain the meaning of mobile testing as well as mobile application testing. This will also discuss about the testing strategies which will be used for mobile testing. There are advantages as well as disadvantages of the mobile testing. There are many job opportunities in the field of mobile testing. Mobile testing can also be manual as well as automated. There are many tools available for mobile testing. This paper will give brief idea about the types of automated tools used for mobile testing.
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Melichar, Jindrich, Rostislav Drochytka, and Vit Cerný. "Experimental Testing of Hydroinsulating Injection Screens." Advanced Materials Research 860-863 (December 2013): 2327–30. http://dx.doi.org/10.4028/www.scientific.net/amr.860-863.2327.

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One of the most widespread method of redevelopment of wet masonry is additional creating of hydroinsulating screen in the material. This method has many advantages. The biggest advantage is fact, that building can be repaired from inside without damaging its statics and saving it from being demolished, thus sparing the environment. In comparison to other procedures its application is quick, easy and has excellent final efficiency. Main object of this article is testing of application and total functionality of individual screens in masonry.
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Dissertations / Theses on the topic "Experimental testing"

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Mistretta, Joseph P. "Experimental Boss Design and Testing." Digital Commons @ East Tennessee State University, 2015. https://dc.etsu.edu/honors/402.

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Over the years, gaming has developed rapidly from simple pixel-based experiences to fully blown three-dimensional worlds. As developing technologies improve, so does the complexity and flexibility of what can be created. Encounters, along with all aspects of any gaming experience, have evolved along with the technologies that create them. These intense combat instances, often times referred to as “bosses”, represent a chance for the developer to challenge player skill, cooperation, and coordination. In addition to being major challenges, encounters also allow players to feel a sense of progression as they learn and adapt to mechanics incorporated within an encounter’s design. Eventually these mechanics are mastered, and surmounted to a lasting sense of accomplishment and success. This project details a personal process of encounter design from initial conception to eventual player testing, along with design choices, outside influences, and development methods. These were ultimately utilized in an attempt to create an engaging and successful boss encounter.
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Nowbutsing, Baboo. "Testing trade theories : an experimental investigation." Thesis, University of Nottingham, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.416270.

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Lewsey, James Daniel. "Hypothesis testing in unbalanced experimental designs." Thesis, Glasgow Caledonian University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.322213.

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Johansson, Erik. "Testing the Explanation Hypothesis using Experimental Methods." Thesis, Linköping University, Department of Computer and Information Science, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-57308.

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The Explanation Hypothesis is a psychological hypothesis about how people attribute moral responsibility. The hypothesis makes general claims about everyday thinking of moral responsibility and is also said to have important consequences for related philosophical issues. Since arguments in favor of the hypothesis are largely based on a number of intuitive cases, there is need to investigate whether it is supported by empirical evidence. In this study, the hypothesis was tested by means of quantitative experimental methods. The data were collected by conducting online surveys in which participants were introduced to a number of different scenarios. For each scenario, questions about moral responsibility were asked. Results provide general support for the Explanation Hypothesis and there are therefore more reasons to take its proposed consequences seriously.

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Isik, Nihat Sinan. "Experimental And Numerical Assessment Of Pressuremeter Testing." Phd thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/2/12607065/index.pdf.

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The purposes of this study are to investigate the possible effects of variables like testing depth, length to diameter ratio of the probe, presence of disturbed annulus around the borehole etc. on the derived parameters from the pressuremeter test, and to develop possible alternative methods for the determination of undrained shear strength of cohesive soils, and cohesion and internal friction angle of intermediate geomaterials. For this purpose numerical simulations of pressuremeter test were performed. In the study, it is also aimed to investigate the effect of rock quality designation (RQD) or some other rock mass parameters such as geological strength index (GSI) and rock mass rating (RMR) and intact rock strength on the deformation modulus determined from the pressuremeter test. To accomplish this task, Dikmen greywackes, weathered andesites and mudrocks exposed around Ankara - Sincan region were selected for field and laboratory studies. Empirical relationships using GSI, RMR, RQD were developed for the estimation of deformation modulus of greywackes and mudrocks cropping out around Ankara. Numerical simulations revealed the presence of disturbed annulus around the borehole causes underestimation of deformation modulus and overestimation of undrained shear strength. Test depth has no effect on the deformation modulus and undrained shear strength
the effect of length to diameter ratio of the probe on the deformation modulus is minor where as it causes overestimations of undrained shear strength. Pore pressure dissipation in low permeability soils around the pressuremeter was studied using numerical simulations. These analyses suggest that for permeabilities lower that 10-10 m/sec there is no pore pressure dissipation around the pressuremeter probe. It was determined that the inverse analysis yielded successful results for the determination of shear strength parameters of intermediate geomaterials.
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Vaziri, Mohsen. "Screw plate testing : experimental and numerical investigations." Thesis, University of Surrey, 1988. http://epubs.surrey.ac.uk/843439/.

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The estimation of the compressibility of normally and overconsolidated granular soils was the main aim of the research. A model screw plate instrument was designed and developed and various plate geometries and plate advancement mechanisms were studied with a view to assessing soil disturbance during installation. Screw plate loading tests were conducted by means of a plate 50 mm in diameter 3 mm thick and 5 mm pitch. All the tests were conducted in a calibration chamber under stress controlled conditions on normally and overconsolidated saturated Leighton Buzzard sand along Ko and isotropic stress paths. Stress path triaxial tests were performed on normally and overconsolidated sand specimens. The stress-strain responses observed from such tests were compared with the pressure-settlement curves obtained from screw plate tests. The CRISP Finite Element Program was utilised to model the embedded plate and the chamber. Stress distributions and induced settlements beneath the plate were studied. Finally the effect of plate rigidity on the distribution of stresses was investigated and the validity of dimensions of the calibration chamber for the purpose of screw plate testing was proven.
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Krull, Alexander G. (Alexander Gerhard). "Experimental testing of LIGO vibration isolation system." Thesis, Massachusetts Institute of Technology, 2007. http://hdl.handle.net/1721.1/40439.

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Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2007.
Includes bibliographical references (leaf 29).
The LIGO (Laser Interferometer Gravitational-wave Observatory) project is designed to detect gravitational waves using precision interferometry. The detection from astrophysical sources has the potential to test Einstein's Theory of General Relativity, and additionally open a new window into the universe and its origin. The Initial LIGO detectors are currently operating at a strain sensitivity of 10-21 Hz, or equivalently 1018 m/ [square root of] Hz, at 100 Hz. In order to attain improved sensitivity required for guaranteed detection of astrophysical sources, e.g. coalescing neutron star binaries and black holes, pulsars, and supernovae collapses, improvements of the strain sensitivity must be achieved. Next generation detectors such as Advanced LIGO are under development, which aims to improve the sensitivity by more than a factor of 10 at all frequencies, compared to initial LIGO. This improvement in sensitivity will be achieved in part by improved seismic isolation one component of which is an active vibration isolation platform. Currently, research and development is being conducted at MIT on a prototype of this vibration isolation system. The work described in this thesis focuses on the Internal Seismic Isolation (ISI) system under development for Advanced LIGO.
(cont.) This system consists of a three-stage in-vacuum seismic isolation system which is supported by an external hydraulic actuation stage known as the Hydraulic External Pre-Isolation (HEPI) stages of the active vibration control system. HEPI uses forces generated by hydraulic pressure to cancel low frequency seismic noise, primarily due to forces from ground vibration. The ISI is an actively controlled platform, in which each stage is supported by three maraging steel blade springs. The vibration is sensed in six degrees of freedom and reduced by applying forces through a control feedback loop. In order for the feedback loop to function properly, it is important to know and be able to predict the position of the ISI stages to within a few thousandths of an inch. Since the load being applied to the spring blades is known, the compliance of each spring along with various shim thicknesses will determine the final position of the stages. Although compliance is a material and geometric property, and should remain constant from spring to spring, due to imperfections of the fabrication process and variation in the material properties, small variations in the long and short spring compliance value were detected using a Spring Tester.
(cont.) The blades were designed based on their resonant frequencies and the load which they would be supporting - more specifically, their geometry (length, width, and thickness) were defined such that the load each supported brought them to a 1/3 of their failure stress. For my undergraduate thesis, I determined the compliance of multiple long and short springs was determined using a specially designed apparatus - the "Spring Tester." Ideally, three blade springs of identical compliance should be used to eliminate system imbalance, but to variation during fabrication may be difficult to achieve Using the Spring Tester the mean values for each set of long and short spring linear compliance data were found to be 0.729 +.008 mils/lb and 0.670 ±.027 mils/lb, respectively, while the means for the long and short angular compliance data were 0.078 + .001 mrad/lb and 0.089 ±.003 mrad/lb, respectively.
by Alexander G. Krull.
S.B.
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SLACK, MICHAEL JAMES. "EXPERIMENTAL TESTING OF NON-EMBEDDED POSITIVE MOMENT CONNECTIONS." University of Cincinnati / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1022154276.

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Li, Zongze. "Design and Testing of Experimental Langmuir Turbulence Facilities." Scholar Commons, 2019. https://scholarcommons.usf.edu/etd/7845.

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Langmuir Circulation is a common phenomenon driven by wind in oceans and lakes and was first studied by Langmuir in 1927. According to various ocean observations, this kind of phenomenon plays an important role in many phenomena such as the aggregation of bubbles, the distribution of plankton as well as the mixing of spilled oil and sediment in the ocean. To study this, an experimental facility has been developed in the lab which creates a small scale version of Langmuir Circulation. This thesis is about the design and testing of this tank and surrounding aluminum frame, as well as the design and construction of the illumination equipment (the Green Lantern 2.0) needed for Particle Image Velocimetry measurements within the tank. ANSYS will be used to show whether the tank is structurally strong enough to support the fluid. An enhancement is found that prevents a frontward bend of tank wall, which is analyzed by ANSYS to find an optimized construction to minimize tank deformation. Then, the Light-Emitting Diode (LED) and collimating lens selection for the Green Lantern 2.0 will also be shown in this paper. Besides, this thesis also presents preliminary flow measurement data acquired using the illumination equipment (the Green Lantern).
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Yang, Lintao. "Experimental study of soil anisotropy using hollow cylinder testing." Thesis, University of Nottingham, 2013. http://eprints.nottingham.ac.uk/13641/.

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Most sedimentary deposits are inherently anisotropic due to their natural deposition in horizontal layers. This inherent anisotropy highlights the fact that the response of soils to loading is depending on both stress magnitude and its direction. Most of the field problems in geotechnical engineering are three-dimensional, and a soil is more likely to subject an anisotropic stress state (σ1 ≠ σ2 ≠ σ3), together with rotation of the principal axes. It is therefore essential that the soil behaviour under such realistic and general loading conditions is to be well understood, so that engineers can devise appropriate geotechnical design and analysis in practical situations. The Small-Strain Hollow Cylinder Apparatus (SS-HCA), developed by GDS Instruments Ltd. has been used to study drained anisotropic behaviour of sand under generalized stress conditions. In particular, the anisotropic stress-strain-strength characteristics, volume change behaviour, non-coaxiality and combined effects of α and b are studied. Three testing programs composed of two main types of stress paths (e.g. monotonic loading with different inclinations of the major principal stress and cyclic rotation of principal stress axes) were conducted. Inherently anisotropic behaviour of sands is clearly illustrated by deformation response that is strongly dependent on the loading direction in the monotonic shear tests. For a given loading direction, the mechanical response of sands is affected by the material density, the particle properties and the loading history. Non-coincidence of principal directions of stress and strain increment is observed and shear band inclinations in hollow cylindrical specimens follow the theoretical predictions. Results also clearly show the effects of intermediate principal stress on the deformation response of sand. This is seen in variation of stress-strain response and peak friction angle with differing b-values. A significant plastic deformation is induced during rotational shear despite the magnitudes of principal stresses remaining constant. Volumetric strain during rotational shear is mainly contractive and the amount of the volumetric strain increases with the increase in the stress ratio. Most of the contractive volumetric strain occurred during the first 20 cycles and its accumulation rate tended to decrease as the number of cycles increases. When principal stress rotation continues, the sand samples appear to be stabilized and the strain trajectory in the deviatoric plane approaches an ellipse. The test results also demonstrate that the mechanical behaviour of sand under rotational shear is generally non-coaxial, and the stress ratio has a significant effect on the non-coaxiality. The larger the stress ratio, the lower degree of non-coaxiality is induced. It was also observed that parameter b is not a negligible factor for the sand deformation during rotational shear, but has significant impact. The larger the b-value, the more the volumetric strain is accumulated.
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Books on the topic "Experimental testing"

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Hypothesis testing behavior. Philadelphia: Psychology Press, 2001.

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S, Page Gregory, Welge H. Robert, and Ames Research Center, eds. Propfan experimental data analysis. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1987.

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Experimental soil mechanics. Upper Saddle River, N.J: Prentice Hall, 1997.

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1924-, Kobayashi Albert S., and Society for Experimental Mechanics, eds. Handbook on experimental mechanics. 2nd ed. New York, N.Y: VCH, 1993.

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J, Lepicovsky, and United States. National Aeronautics and Space Administration., eds. Modern experimental techniques in turbine engine testing. [Washington, DC]: National Aeronautics and Space Administration, 1996.

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1952-, Carlsson Leif A., and Pipes R. Byron, eds. Experimental characterization of advanced composite materials. 3rd ed. Boca Raton: CRC Press, 2003.

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1924-, Kobayashi Albert S., and Society for Experimental Mechanics, eds. Handbook on experimental mechanics. Englewood Cliffs, N.J: Prentice-Hall, 1987.

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Suryanarayana, C. Experimental techniques in materials and mechanics. Boca Raton: CRC Press, 2011.

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Boukharouba, Taoufik, Fakher Chaari, Mounir Ben Amar, Krimo Azouaoui, Nourdine Ouali, and Mohamed Haddar, eds. Computational Methods and Experimental Testing In Mechanical Engineering. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11827-3.

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Taler, Dawid. Numerical Modelling and Experimental Testing of Heat Exchangers. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-91128-1.

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Book chapters on the topic "Experimental testing"

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Berger, Paul D., Robert E. Maurer, and Giovana B. Celli. "Multiple-Comparison Testing." In Experimental Design, 107–54. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-64583-4_4.

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Weik, Martin H. "experimental testing station." In Computer Science and Communications Dictionary, 552. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_6579.

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Redwood, D. "Exercise Testing." In Handbook of Experimental Pharmacology, 197–212. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-69524-7_7.

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Spear, Derek G., and Anthony N. Palazotto. "Experimental Methodology." In Testing and Modeling of Cellular Materials, 45–75. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003299639-3.

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López-Presa, José Luis, and Antonio Fernández Anta. "Fast Algorithm for Graph Isomorphism Testing." In Experimental Algorithms, 221–32. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-02011-7_21.

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Vegas, Sira, Natalia Juristo, and Victor R. Basili. "Experimental Evaluation." In Identifying Relevant Information for Testing Technique Selection, 177–240. Boston, MA: Springer US, 2003. http://dx.doi.org/10.1007/978-1-4615-0419-1_10.

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Boroschek, Ruben, and Joao Pedro Santos. "Civil Structural Testing." In Handbook of Experimental Structural Dynamics, 1247–341. New York, NY: Springer New York, 2022. http://dx.doi.org/10.1007/978-1-4614-4547-0_29.

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Boroschek, Ruben, and Joao Pedro Santos. "Civil Structural Testing." In Handbook of Experimental Structural Dynamics, 1–95. New York, NY: Springer New York, 2020. http://dx.doi.org/10.1007/978-1-4939-6503-8_29-1.

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Ghosh, Ashok Kumar. "Structural Testing Applications." In Springer Handbook of Experimental Solid Mechanics, 985–1014. Boston, MA: Springer US, 2008. http://dx.doi.org/10.1007/978-0-387-30877-7_35.

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Cervenka, V., and P. Bouska. "Automated Testing of Concrete Compressive Properties." In Experimental Stress Analysis, 11–20. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_2.

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Conference papers on the topic "Experimental testing"

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Zhang, N., Q. Y. Zhang, D. J. Liu, S. L. Wang, and X. M. Mu. "The mechanical testing of KDP crystal." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839383.

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Sequeros-Valle, Jose. "Experimental testing of the left periphery." In 11th International Conference of Experimental Linguistics. ExLing Society, 2020. http://dx.doi.org/10.36505/exling-2020/11/0045/000460.

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This manuscript presents an empirical description of the left periphery based on the performance of speakers of Castilian Spanish in a corpus analysis, an acceptability judgment task, and a scripted production task. The picture drawn by the three studies look as follows: First, clitic-doubled left dislocations (CLLD) fulfil multiple discourse functions, but the construction is not completely free from discourse restrictions. Second, canonical utterances are also able to fulfil CLLD’s discourse functions. Third, CLLD does not present distinctive intonational patterns depending on the discourse function. Fourth, there is partial evidence that focus fronting (FF) presents an intonational pattern different than that of CLLD. The concluding section of the manuscript calls from a new model of the left periphery.
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Lu, Jie, and Guang ping Zou. "Nondestructive testing of wood defects by ESSPI." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839255.

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Zhang, Xiaochun, and Jing Li. "Wavelet analysis of rock ultrasonic testing signals." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839352.

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Hung, Y. Y. "Role of shearography in nondestructive testing." In Third International Conference on Experimental Mechanics, edited by Xiaoping Wu, Yuwen Qin, Jing Fang, and Jingtang Ke. SPIE, 2002. http://dx.doi.org/10.1117/12.468755.

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Fu, Y., and P. B. Phua. "New developments in optical dynamic testing." In Fourth International Conference on Experimental Mechanics, edited by Chenggen Quan, Kemao Qian, Anand K. Asundi, and Fook S. Chau. SPIE, 2009. http://dx.doi.org/10.1117/12.851414.

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Chen, Y. S., Y. Y. Hung, and L. Liu. "Electro-thermography technique for nondestructive testing (NDT) applications." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839275.

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Liu, Zuting, Ying Luo, and Shihai Yu. "Multisignal detecting system of pile integrity testing." In Third International Conference on Experimental Mechanics, edited by Xiaoping Wu, Yuwen Qin, Jing Fang, and Jingtang Ke. SPIE, 2002. http://dx.doi.org/10.1117/12.468816.

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McCabe, Connor. "Wug-testing phonetic prominence in Munster Irish." In 12th International Conference of Experimental Linguistics. ExLing Society, 2021. http://dx.doi.org/10.36505/exling-2021/12/0041/000514.

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Zlotnick, Aviad, and Orna Raz. "Hardware-less testing for RAS software." In SYSTOR 2009: The Israeli Experimental Systems Conference. New York, New York, USA: ACM Press, 2009. http://dx.doi.org/10.1145/1534530.1534553.

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Reports on the topic "Experimental testing"

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List, John, Azeem Shaikh, and Yang Xu. Multiple Hypothesis Testing in Experimental Economics. Cambridge, MA: National Bureau of Economic Research, January 2016. http://dx.doi.org/10.3386/w21875.

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Zieher, Klaus W. Experimental Testing of Corpuscular Radiation Detectors. Fort Belvoir, VA: Defense Technical Information Center, March 1990. http://dx.doi.org/10.21236/ada219904.

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Narten, T. Assigning Experimental and Testing Numbers Considered Useful. RFC Editor, January 2004. http://dx.doi.org/10.17487/rfc3692.

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Korsah, K., T. J. Tanaka, T. L. Jr Wilson, and R. T. Wood. Environmental testing of an experimental digital safety channel. Office of Scientific and Technical Information (OSTI), September 1996. http://dx.doi.org/10.2172/385571.

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Hanson, William L., Virginia B. Waits, Jr Chapman, and Willie L. Testing of Experimental Compounds for Efficacy Against Leishmania. Fort Belvoir, VA: Defense Technical Information Center, February 1986. http://dx.doi.org/10.21236/ada198705.

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Marcum, Wade R., Thomas Downar, Thomas Moore, Brian Woods, Marco Delchini, Daniel P. LaBrier, Yikuan Yan, et al. Computational and Experimental Benchmarking for Transient Fuel Testing. Office of Scientific and Technical Information (OSTI), March 2019. http://dx.doi.org/10.2172/1526636.

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Hanson, William L., Virginia B. Waits, and Willie L. Chapman Jr. Testing of Experimental Compounds for Efficacy Against Leishmania. Fort Belvoir, VA: Defense Technical Information Center, October 1990. http://dx.doi.org/10.21236/ada253305.

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Kent, E., H. Belch, C. Grandy, D. Kultgen, and M. Weathered. Gear Test Assembly - Report on Experimental Testing (FY2020). Office of Scientific and Technical Information (OSTI), September 2020. http://dx.doi.org/10.2172/1730948.

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Kent, E., H. Belch, and C. Grandy. Gear Test Assembly - Experimental Testing and Gear Analysis - FY2022. Office of Scientific and Technical Information (OSTI), June 2022. http://dx.doi.org/10.2172/1881449.

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Broome, Scott Thomas, Gregory Mark Flint, Thomas Dewers, and Pania Newell. Target Soil Impact Verification: Experimental Testing and Kayenta Constitutive Modeling. Office of Scientific and Technical Information (OSTI), November 2015. http://dx.doi.org/10.2172/1331524.

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