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1

Laura, Patricio A. A. Vibrations of orthotropic plates. Dept. of Engineering, Universidad Nacional del Sur, 1998.

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2

Stein, Manuel. Postbuckling behavior of longitudinally compressed orthotropic plates with three-dimensional flexibility. [s.n.], 1986.

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3

Troitsky, M. S. Orthotropic bridges theory and design. 2nd ed. James F. Lincoln Arc Welding Foundation, 1987.

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4

Dynamics of the axially moving orthotropic web. Springer, 2008.

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5

Marynowski, Krzysztof. Dynamics of the Axially Moving Orthotropic Web. Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-78989-5.

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6

Marynowski, Krzysztof. Dynamics of the axially moving orthotropic web. Springer, 2008.

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7

Dehousse, Nicolas-Maurice. Le calcul des bordages orthotropes employés dans les constructions hydrauliques. Académie royale de Belgique, 1987.

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8

Davies, G. A. O. The G.V.M. technique for solving stress intensity factors at cracks in holes in orthotropic plates. Imperial College of Science and Technology, Dept. of Aeronautics, 1987.

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9

Erdogan, F. The surface and through crack problems in layered orthotropic plates. National Aeronautics and Space Administration, 1991.

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10

Cuninghame, J. R. Fatigue classification of welded joints in orthotropic steel bridge decks. Bridges Division,Structures Group, Transport and Road Research Laboratory, 1990.

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11

Beales, C. Assessment of trough to crossbeam connections in orthotropic steel bridge decks. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1990.

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12

Sakib, M. Shahab. Hastening convergence of the orthotropic plate solutions of bridge deck analysis. National Library of Canada, 2000.

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13

T, Sun C. Orthotropic elasto-plastic behavior of AS4/APC-2 thermoplastic composite in compression. National Aeronautics and Space Administration, 1990.

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14

Sun, C. T. Orthotropic elasto-plastic behavior of AS4/APC-2 thermoplastic composite in compression. National Aeronautics and Space Administration, 1990.

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15

Sim, Hyoung-Bo. Effects of fabrication procedures and weld melt-through on fatigue resistance of orthotropic steel deck welds. Dept. of Structural Engineering, University of California, San Diego, 2007.

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16

Hyer, M. W. The effects of pin elasticity, clearance, and friction on the stresses in a pin-loaded orthotropic plate. Virginia Polytechnic Institute and State University, 1985.

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17

A cracked orthotropic sheet stiffened by a semi-infinite orthotropic sheet. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1985.

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18

Bhaskar, K., and T. K. Varadan. Theory of Isotropic/Orthotropic Elasticity. Taylor & Francis Group, 2018.

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19

Troitsky. Orthotropic Bridges: Theory and Design. James F Lincoln, 1992.

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20

Center, Langley Research, ed. Nonlinear adhesive behavior effects in a cracked orthotropic sheet stiffened by a semi-infinite orthotropic sheet. National Aeronautics and Space Administration, Langley Research Center, 1985.

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21

Marynowski, Krzysztof. Dynamics of the Axially Moving Orthotropic Web. Springer, 2011.

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22

Numerical solution methods for viscoelastic orthotropic materials. Virginia Tech Center for Adhesion Science, Virginia Polytechnic Institute and State University, 1988.

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23

Center, Langley Research, ed. Thermal-stress-free fasteners for joining orthotropic materials. National Aeronautics and Space Administration, Langley Research Center, 1987.

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24

Center, Langley Research, ed. Thermal-stress-free fasteners for joining orthotropic materials. National Aeronautics and Space Administration, Langley Research Center, 1987.

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25

Center, Langley Research, ed. Thermal-stress-free fasteners for joining orthotropic materials. National Aeronautics and Space Administration, Langley Research Center, 1987.

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26

W, Hyer M., and United States. National Aeronautics and Space Administration., eds. The stress distribution in pin-loaded orthotropic plates. College of Engineering, Virginia Polytechnic Institute and State University, 1985.

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27

Center, Langley Research, ed. Effect of debond growth on stress-intensity factors in a cracked orthotropic sheet stiffened by a semi-infinite orthotropic sheet. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1986.

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28

Center, Langley Research, ed. Separation of crack extension modes in orthotropic delamination models. National Aeronautics and Space Administration, Langley Research Center, 1995.

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29

United States. National Aeronautics and Space Administration., ed. Fracture and crack growth in orthotropic laminates: Final report. Dept. of Mechanical Engineering, College of Engineering, Clemson University, 1987.

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30

Center, Langley Research, ed. Separation of crack extension modes in orthotropic delamination models. National Aeronautics and Space Administration, Langley Research Center, 1995.

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31

Shear buckling of specially orthotropic plates with centrally located cutouts. National Aeronautics and Space Administration, 1989.

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32

F, Erdogan, and Langley Research Center, eds. The surface crack problem in an orthotropic plate under bending and tension. National Aeronautics and Space Administration, Langley Research Center, 1988.

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33

M, Manderscheid Jane, and United States. National Aeronautics and Space Administration., eds. Noninteractive macroscopic reliability model for ceramic matrix composites with orthotropic material symmetry. National Aeronautics and Space Administration, 1989.

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34

Manuel, Stein, Johnson Eric R, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch., eds. An approximate buckling analysis for rectangular orthotropic plates with centrally located cutouts. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1986.

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35

Noninteractive macroscopic reliability model for ceramic matrix composites with orthotropic material symmetry. National Aeronautics and Space Administration, 1989.

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36

Prediction of Modal Characteristics of Orthotropic Curved Panel by Using Finite Element Method. ASDF International, 2017.

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37

Venkatesh, Prasad, Darbhamulla Siva Prasad, and United States. National Aeronautics and Space Administration, eds. Two-dimensional finite element analysis of rectangular panel with hole using NICE/SPAR: Progress report for the period ended December 31, 1986. Old Dominion University Research Foundation, 1987.

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38

Venkatesh, Prasad, Darbhamulla Siva Prasad, and United States. National Aeronautics and Space Administration., eds. Two-dimensional finite element analysis of rectangular panel with hole using NICE/SPAR: Progress report for the period ended December 31, 1986. Old Dominion University Research Foundation, 1987.

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39

Venkatesh, Prasad, Darbhamulla Siva Prasad, and United States. National Aeronautics and Space Administration., eds. Two-dimensional finite element analysis of rectangular panel with hole using NICE/SPAR: Progress report for the period ended December 31, 1986. Old Dominion University Research Foundation, 1987.

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40

Venkatesh, Prasad, Darbhamulla Siva Prasad, and United States. National Aeronautics and Space Administration, eds. Two-dimensional finite element analysis of rectangular panel with hole using NICE/SPAR: Progress report for the period ended December 31, 1986. Old Dominion University Research Foundation, 1987.

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41

Zerizer, R. Analysis of right and skew orthotropic bridge decks by the finite element displacement method. 1987.

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42

United States. National Aeronautics and Space Administration., ed. Shear buckling of specially orthotropic plates with centrally located cutouts: NASA reasearch grant NAS 1-917 semi annual report. National Aeronautics and Space Administration, 1991.

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43

Buckling behavior of long anisotropic plates subjected to combined loads. National Aeronautics and Space Administration, 1995.

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44

Center, Langley Research, ed. Buckling behavior of long anisotropic plates subjected to combined loads. National Aeronautics and Space Administration, Langley Research Center, 1995.

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45

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

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