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Rotating Shaft Tilt Angle Measurement Using an Inclinometer

-1849. [9] Yang, W., Fang, B., Tang, Y.Y., Qian, J., Qin, X., Yao, W. (2013). A robust inclinometer system with accurate calibration of tilt and azimuth angles. IEEE Sensors Journal, 13 (6), 2313-2321. [10] Liu, Y., Fang, S., Otsubo, H., Sumida, T. (2013). Simulation and research on the automatic leveling of a precision stage. Computer-Aided Design, 45 (3), 717-722. [11] Kume, T., Satoh, M., Suwada, T., Furukawa, K., Okuyama, E. (2015). Straightness evaluation using inclinometers with a pair of offset bars. Precision Engineering, 39, 173

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, Austria., p. 5373. Burdet, O.L. & Zanella, J.-L., (2000). Automatic monitoring of bridges using electronic inclinometers. 16th Congress of IABSE , Lucerne, 2000. Burdet, O.L. & Zanella, J.-L., (2002). Automatic monitoring of the Riddes bridges using electronic inclinometers. First International Conference on Bridge Maintenance, Safety and Management IABMAS, Barcelona, 2002. Hou, X., Yang, X. & Huang, Q. (2005). Using Inclinometers to Measure Bridge Deflection. J. Bridge Eng ., 10(5), pp. 564-569. Milev

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Inclinometer monitoring system for stability analysis: the western slope of the Bełchatów field case study

, 38–55. [5] C zarnecki L., O rganiściak B., K rywult Ł., C hrost A., Stability of the western slope in Bełchatów open-pit cast in a light of geological observations and geotechnical measurements with inclusion of Dębina salt dome , Górnictwo i Geoinżynieria, 2010, 34, 173–182. [6] D unnicliff J., G reen G.E., Geotechnical Instrumentation for Monitoring Field Performance , John Wiley, New York, 1988. [7] D unnicliff J., L a F onta J.G., In-Place Inclinometers: A Significant Test Program , Geotechnical News, March 2001, 3–34. [8] F

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Rock Slide Monitoring by Using TDR Inclinometers

, University of Žilina, FCE, 2013 [9] SARGAND, S. M. - SARGENT, L. - FARRINGTON, S. P.: Inclinometer-Time Domain Reflectometry Comparative Study, Final Report December 2004. Athens: Ohio University, 2004. [10] ŠIMEKOVÁ et al.: Monitoring of the rockslide kinematics in the Kraľovany Village, Geological studies, Report 122, p. 7 – 27 (in Slovak). Slovak State Geological Institute of Dionýz Štúr Bratislava, 2013, ISSN 0433-4795. [11] GRENČÍKOVÁ, A. - GAŽÚR, J.: Motorway D1 Turany - Hubová, „Kraľoviansky landslide, Geotechnical monitoring 2 nd stage, GEOFOS

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Application of Inclinometer Measurements for Relative Horizontal Displacement Investigations on Landslide Grounds

References Malarski, R., Łapinski, S., Nagórski, K., Pasik, M. & Woźniak, M., (2011). Badanie przemieszczeń poziomych i pionowych Kościoła Akademickiego Św.Anny w Warszawie (Investigations horizontal and vertical displacements St.Ann’s Academic Church in Warsaw), Description for Heritage Protection Department City of Warsaw , Politechnika Warszawska SISGEO S.r.l., (2006). Inclinometers, Instructions manual , Italy Wolski, W., Furstenberg, A. & Sorbjan, P., (2007). Inclinometer Measurements applied to

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Analysis of displacement of excavation based on inclinometer measurements

.D., Construction induced movements of in situ walls , Proc., Conf. on Design and Performance of Earth Retaining Structures, ASCE, Geotechnical Special Publication, No. 25, ASCE, New York, 1990, 439-470. [5] DUNNICLIFF J., Geotechnical Instrumentation for Monitoring Field Performance , Wiley, New York, 2004. [6] DYBICZ R., SIEMIŃSKA-LEWANDOWSKA A., Analiza współpracy grunt-konstrukcja oporowa na podstawie pomiarów w warunkach rzeczywistych , Inżynieria i Budownictwo, 2010, No. 11. [7] Inclinometers. Instruction manual . (09

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Spinal and Shoulder Girdle Range of Motion in Elite Female Volleyball Athletes

Assessment of Anteroposterior Curvatures of the Spine Using Saunders Digital Inclinometer. Ortopedia Traumatologia Rehabilitacja 2,6(14), 145-153. DOI:10.5604/15093492.992283 14. Grabara M., Hadzik A. (2009). Postural variables in girls practicing volleyball. Biomedical Human Kinetics 1, 67-71. DOI: 10.2478/V10101-009-0017-7 15. Hawrylak A., Skolimowski T., Barczyk K., Biec E. (2001). Asymmetry of trunk in athletes of different kind of sport. Polish Journal of Sports Medicine 17, 232-235. 16. Lizis P. (2011). The mobility of the shoulder in

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Concurrent validity and intra-trial reliability of a bluetooth-embedded inertial measurement unit for real-time joint range of motion

active knee extension and active straight leg raise test measurements. The Journal of Orthopaedic and Sports Physical Therapy , 17 (5), 257–260. Clapis, P. A., Davis, S. M., & Davis, R. O. (2008). Reliability of inclinometer and goniometric measurements of hip extension flexibility using the modified Thomas test. Physiotherapy Theory and Practice , 24 (2), 135–141. Davis, D. S., Quinn, R. O., Whiteman, C. T., Williams, J. D., & Young, C. R. (2008). Concurrent

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An Analysis of Excavation Support Safety Based on Experimental Studies

American Petroleum Institute, PRAC 82-41-2. University of Houston Texas, 1984. [15] PAN D., SMETHURST J.A., POWRIE W., Limiting pressure on a laterally loaded pile in a frictional soil Géotechnique Letters, Vol. 2, Issue April-June, June 2012, 55-60. [16] REESE L.C, VAN IMPE W.F., Single Piles and Pile Groups Under lateral Loading, A.A. Balkema, Rotterdam, Brookfield 2001. [17] SISGEO S.r.l. Inclinometers. Instruction manual, 09/05-Rev.4. [18] URBAŃSKI A., A Simplified computational model for a periodic

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Research on a novel magnetic tilt sensor designed using Hall elements and ferrofluid

no. 15, 2017, pp. 4708–4715. [5] S. Das and C. Badal, “A Liquid Pendulum Based Optical Tilt Sensor”, Sensors Actuators A: Physical , vol. 285, 2019, pp. 543–549. [6] S. M. Khan, N. Qaiser, and M. M. Hussain, “An Inclinometer Using Movable Electrode In a Parallel Plate Capacitive Structure”, AIP Advances , vol. 9 no. 4, 2019, pp. 045118. [7] L. S. Sundar, P. Bhramara, N. T. R. Kumar, M. K. Singh, and A. C. M. Sousa, “Experimental Heat Transfer”, International Journal of Heat Mass Transfer , vol. 109, 2017, pp. 440–453. [8] R. E. Rosensweig

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