Książki na temat „Deflection”

Anderson, James E. Political pressure deflection. Cambridge, MA: National Bureau of Economic Research, 2004.

E, Anderson James. Political pressure deflection. Cambridge, Mass: National Bureau of Economic Research, 2004.

Ji, Tianjian. Structural Design Against Deflection. Boca Raton, FL : CRC Press/Taylor & Francis Group, [2020]: CRC Press, 2020. http://dx.doi.org/10.1201/9780429465314.

Reimer, B. L. OTV bearing deflection investigation. [Washington, DC: National Aeronautics and Space Administration, 1993.

Altidis, P. C. Flexibility effects on tooth contact location in spiral bevel gear transmissions. Cleveland, Ohio: Lewis Research Center, 1987.

Bown, Chad P. Trade deflection and trade depression. [Chicago, Ill.]: Federal Reserve Bank of Chicago, 2003.

Crovetti, James A. Comprehensive subgrade deflection acceptance criteria. Madison, WI: Wisconsin Dept. of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Technology Advancement Unit, 2001.

National Highway Institute (U.S.), red. Pavement deflection analysis: Instructor guide. [Washington, D.C.?]: U.S. Dept. of Federal Highway Administration, National Highway Institute, 1994.

J, Gardner N., i American Concrete Institute, red. Deflection control for the future. Farmington Hills, Mich: American Concrete Institute, 2003.

Sicking, Dean. Deflection limits for temporary concrete barriers. Lincoln, Neb: Midwest Roadside Safety Facility, University of Lincoln-Nebraska, 2002.

Inc, ARE, i United States. Federal Highway Administration., red. Evaluation of pavement deflection measuring equipment. McLean, Va. (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, 1987.

Watt, George Donald. Modelling submarine control surface deflection dynamics. Dartmouth, N.S: Defence Research Establishment Atlantic, 1990.

Flintsch, Gerardo, Brian Ferne, Brian Diefenderfer, Samer Katicha, James Bryce, Simon Nell i Trenton Clark. Assessment of Continuous Pavement Deflection Measuring Technologies. Washington, D.C.: Transportation Research Board, 2013. http://dx.doi.org/10.17226/22766.

Osseyran, A. Computer aided design of magnetic deflection systems. Eindhoven: Philips Research Laboratories, 1986.

G, Nawy Edward, red. Recent developments in deflection evaluation of concrete. Farmington Hills, Mich. (P.O. Box 9094, Farmington Hills 48333): American Concrete Institute, 1996.

Williams, B. A. Optical beam deflection techniques for material characterisation. Manchester: UMIST, 1995.

Sweeney, Joseph Woods III. Computer aided deflection measurements of an aircraft wing. Monterey, Calif: Naval Postgraduate School, 1987.

Bert, Charles Wesley. Nonlinear deflection of rectangular plates by differential quadrature. [S.l.]: [s.n.], 1988.

Components, Philips. Monochrome monitor tubes and deflection units: Data handbook. London: Philips Components Ltd, 1991.

Institution, British Standards. Plastics: Determination of temperature of deflection under load. London: BSI, 1994.

2006 Near-Earth object survey and deflection study. Washington, D.C.]: National Aeronautics and Space Administration, 2006.

Koger, Jerry L. Load deflection relationships for three log-skidder tires. [New Orleans, La.]: U.S. Dept. of Agriculture, Forest Service, Southern Forest Experiment Station, 1985.

Craig, L. D. Deflections of a uniformly loaded circular plate with multiple support points. [Marshall Space Flight Center], Ala: National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

Deflection of beams for all spans and cross sections. New York: McGraw-Hill, 1985.

United States. National Aeronautics and Space Administration., red. Igniter adapter-to-igniter chamber deflection test final report. Brigham City, UT: Thiokol Corp., Space Operations, 1990.

National Highway Institute (U.S.), red. Pavement deflection analysis: Participant workbook : NHI course no. 13127. [Washington, D.C.?]: U.S. Dept. of Transportation, Federal Highway Administration, National Highway Institute, 1994.

Cook, M. Igniter adapter-to-igniter chamber deflection test final report. Brigham City, UT: Thiokol Corp., Space Operations, 1990.

American Association of State Highway and Transportation Officials., red. Pavement deflection data exchange: Technical data guide, version 1.0. Washington, D.C: AASHTO, 1998.

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St. Lucia: University of Queensland, Dept. of Civil Engineering, 1990.

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St Lucia, Q., Australia: Department of Civil Engineering, The University of Queensland, 1990.

F, Marshall Gerald, Beiser Leo, Society of Photo-optical Instrumentation Engineers. i IS & T--the Society for Imaging Science and Technology., red. Beam deflection and scanning technologies: 25 February-1 March, 1991. Bellingham, Wash., USA: SPIE, 1991.

United States. Federal Highway Administration., red. Measuring pavement deflection at 55 MPH: The rolling wheel deflectometer. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 2004.

Sensmeier, Mark D. Static and dynamic large deflection flexural response of graphite-epoxy beams. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.

Jung, F. W. Interpretation of deflection basin for real-world material in flexible pavements. Downsview, Ont: Research and Development Branch, Ontario Ministry of Transportation, 1990.

C, Sandford M., Eckstrom Clinton V i United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., red. Unsteady-pressure and dynamic-deflection measurements on an aeroelastic supercritical wing. [Washington, DC]: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1991.

C, Sandford M., Eckstrom Clinton V i United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., red. Unsteady-pressure and dynamic-deflection measurements on an aeroelastic supercritical wing. [Washington, DC]: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1991.

Seidel, David A. Unsteady-pressure and dynamic-deflection measurements on an aeroelastic supercritical wing. Hampton, Va: Langley Research Center, 1991.

Hayden, Griffin O., Johnson Eric R i United States. National Aeronautics and Space Administration, red. Static and dynamic large deflection flexural response of graphite-epoxy beams. Blacksburg, Va: Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.

Hayden, Griffin O., Johnson Eric R i United States. National Aeronautics and Space Administration., red. Static and dynamic large deflection flexural response of graphite-epoxy beams. Blacksburg, Va: Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.

Hayden, Griffin O., Johnson Eric R i United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., red. Static and dynamic large deflection flexural response of graphite-epoxy beams. [Washington, DC]: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.

C, Sanford M., Eckstrom Clinton V i United States. National Aeronautics and Space Administration. Scientific and Technical Information Program, red. Unsteady-pressure and dynamic-deflection measurements on an aeroelastic supercritical wing. [Washington, DC]: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1991.

Ayowole, Oyediran Abraham, i George C. Marshall Space Flight Center., red. Free vibration of rectangular plates with a small initial curvature: Final report. Marshall Space Flight Center, Ala: Marshall Space Flight Center, 1988.

Thurlimann, Bruno. Design of masonry walls and reinforced concrete columns with column-deflection-curves. Basel: Birkhauser, 1987.

Greer, Philip William. Investigation of the variables affecting the deflection of buried underground telecommunication ducts. [s.l: The Author], 1997.

Bay, James A. Development of a rolling dynamic deflectometer for continuous deflection testing of pavements. Austin, Tex. : Center for Transportation Research, Bureau of Engineering Research, the University of Texas at Austin: Available through the National Technical Information Service, 1998.

Rubinstein, Robert. Rapid inversion of angular deflection data for certain axisymmetric refractive index distributions. [Washington, D.C: National Aeronautics and Space Administration, 1994.

Jung, F. W. Deflection basin testing, interpretation and overlay design with the Falling Weight Deflectometer. Toronto: Ontario Ministry of Transportation, Research and Development Branch, 1993.

Center, Turner-Fairbank Highway Research, red. Advanced methods for using FWD deflection-time data to predict pavement performance. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

Center, Turner-Fairbank Highway Research, red. Advanced methods for using FWD deflection-time data to predict pavement performance. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

R, Adams Richard, Sandford M. C i United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., red. Close-range photogrammetric measurement of static defections for an aeroelastic supercritical wing. [Washington, DC]: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.