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1

Dickel, Timm. Ideale Biegedrillknickmomente: Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt = Lateral-torsional buckling coefficients : diagrams for continuous beams with doubly symmetric I-sections. Braunschweig: Vieweg, 1991.

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2

Reese, Lymon C. Behavior of piles and pile groups under lateral load. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, 1986.

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3

F, Van Impe W., ed. Single piles and pile groups under lateral loading. Rotterdam: Balkema, 2001.

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4

Stein, Manuel. Postbuckling response of long thick plates loaded in compression including higher order transverse shearing effects. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.

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5

ASME Pressure Vessels and Piping Conference. (1988 Pittsburgh, Pa.). Application of modal analysis to extreme loads: Presented at 1988 ASME Pressure Vessels and Piping Conference, Pittsburgh, Pennsylvania, June 19-23, 1988 : sponsored by the Pressure Vessels and Piping Division, ASME. New York: American Society of Mechanical Engineers, 1988.

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6

Hyer, M. W. Innovative design of composite structures: The use of curvilinear fiber format to improve buckling resistance of composite plates with central circular holes. Blacksburg, VA: College of Engineering, Virginia Polytechnic Institute and State University, 1990.

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7

Hyer, M. W. Innovative design of composite structures: The use of curvilinear fiber format to improve buckling resistance of composite plates with central circular holes. Blacksburg, VA: College of Engineering, Virginia Polytechnic Institute and State University, 1990.

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8

Hyer, M. W. Innovative design of composite structures: Further studies in the use of a curvilinear fiber format to improve structural efficiency. Blacksburg, Va: College of Engineering, Virginia Polytechnic Institute and State University, 1988.

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9

Hyer, M. W. Innovative design of composite structures: Design, manufacturing, and testing of plates utilitzing [sic] curvilinear fiber trajectories : final report for NASA. Blacksburg, VA: College of Engineering, Virginia Polytechnic Institute and State University ; Hampton, VA, 1994.

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10

Hyer, M. W. Innovative design of composite structures: Axisymmetric deformations of unsymmetrically laminated cylinders loaded in axial compression : semiannual status report. Blacksburg, Va: College of Engineering, Virginia Polytechnic Institute and State University, 1990.

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11

Hyer, M. W. Innovative design of composite structures: The use of curvilinear fiber format in composite structure design. Blacksburg, VA: College of Engineering, Virginia Polytechnic Institute and State University, 1990.

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12

Ghosh, Ashok Kumar. Buckling of cantilever cylindrical shells subjected to unsymmetrical lateral pressure. 1985.

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13

Arseniev, Anastasia. Nonlinear analysis of cylindrical shells subjected to lateral pressure. 1985.

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14

Single Piles And Pile Groups Under Lateral Loading. CRC Press, 2010.

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15

Center, Langley Research, ed. Short-wavelength buckling and shear failures for compression-loaded composite laminates. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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16

Short-wavelength buckling and shear failures for compression-loaded composite laminates. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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17

Short-wavelength buckling and shear failures for compression-loaded composite laminates. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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18

Center, Langley Research, ed. Buckling and postbuckling behavior of square compression-loaded graphite-epoxy plates with circular cutouts. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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19

Reese, L. C., and William F. van Impe. Single piles and pile groups under lateral loading (HBK). Taylor & Francis, 2000.

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20

Daniel, Sydow P., Librescu Liviu, and Langley Research Center, eds. Postbuckling response of long thick plates loaded in compression including higher order transverse shearing effects. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.

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