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Chang-New Chen

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Chen, Chang-New (2000): Dynamic equilibrium equations of composite anisotropic beams considering the effects of transverse shear deformations and structural damping. Dans: Composite Structures, v. 48, n. 4 (avril 2000).

    https://doi.org/10.1016/s0263-8223(99)00117-8

  2. Chen, Chang-New (2001): Vibration of nonuniform shear deformable axisymmetric orthotropic circular plates solved by DQEM. Dans: Composite Structures, v. 53, n. 3 (août 2001).

    https://doi.org/10.1016/s0263-8223(01)00009-5

  3. Chen, Chang-New (2003): DQEM and DQFDM for the analysis of composite two-dimensional elasticity problems. Dans: Composite Structures, v. 59, n. 1 (janvier 2003).

    https://doi.org/10.1016/s0263-8223(02)00231-3

  4. Chen, Chang-New (2004): Dynamic response of shear-deformable axisymmetric orthotropic circular plate structures solved by the DQEM and EDQ based time integration schemes. Dans: Composite Structures, v. 64, n. 3-4 (juin 2004).

    https://doi.org/10.1016/j.compstruct.2003.09.003

  5. Chen, Chang-New (1998): Solution of Beam on Elastic Foundation by DQEM. Dans: Journal of Engineering Mechanics (ASCE), v. 124, n. 12 (décembre 1998).

    https://doi.org/10.1061/(asce)0733-9399(1998)124:12(1381)

  6. Chen, Chang-New (2003): DQEM for Buckling Analysis of Nonprismatic Columns with and Without Elastic Foundation. Dans: International Journal of Structural Stability and Dynamics, v. 3, n. 2 (juin 2003).

    https://doi.org/10.1142/s0219455403000859

  7. Chen, Chang-New (2002): Dqem Vibration Analyses of Nonprismatic Beams Resting on Elastic Foundations. Dans: International Journal of Structural Stability and Dynamics, v. 2, n. 1 (mars 2002).

    https://doi.org/10.1142/s0219455402000403

  8. Chen, Chang-New (1996): A finite element study on bifurcation and limit point buckling of elastic-plastic arches. Dans: Computers & Structures, v. 60, n. 2 (juillet 1996).

    https://doi.org/10.1016/0045-7949(95)00396-7

  9. Chen, Chang-New (1995): Plastic buckling analysis by the continuum finite element modeling. Dans: Computers & Structures, v. 57, n. 3 (novembre 1995).

    https://doi.org/10.1016/0045-7949(94)00626-e

  10. Chen, Chang-New (1998): The warping torsion bar model of the differential quadrature element method. Dans: Computers & Structures, v. 66, n. 2-3 (janvier 1998).

    https://doi.org/10.1016/s0045-7949(97)00066-7

  11. Chen, Chang-New (1997): The two-dimensional frame model of the differential quadrature element method. Dans: Computers & Structures, v. 62, n. 3 (février 1997).

    https://doi.org/10.1016/s0045-7949(96)00230-1

  12. Chen, Chang-New (1991): A finite element computation of fracture parameters for the crack problems with large-scale yielding. Dans: Computers & Structures, v. 41, n. 3 (janvier 1991).

    https://doi.org/10.1016/0045-7949(91)90135-9

  13. Chen, Chang-New (1995): A global secant relaxation (GSR) method-based predictor-corrector procedure for the iterative solution of finite element systems. Dans: Computers & Structures, v. 54, n. 2 (janvier 1995).

    https://doi.org/10.1016/0045-7949(94)00328-z

  14. Chen, Chang-New (2000): Vibration of prismatic beam on an elastic foundation by the differential quadrature element method. Dans: Computers & Structures, v. 77, n. 1 (juin 2000).

    https://doi.org/10.1016/s0045-7949(99)00216-3

  15. Chen, Chang-New (2005): Differential Quadrature Element Method Analysis of In-Plane Deflection of Vertically Curved Beam Structures. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 20, n. 2 (mars 2005).

    https://doi.org/10.1111/j.1467-8667.2005.00382.x

  16. Chen, Chang-New / Wang, Chich-Hsiang (1997): Structural analysis by an inverse procedure using Bernoulli and Euler functions. Dans: Engineering Structures, v. 19, n. 9 (septembre 1997).

    https://doi.org/10.1016/s0141-0296(96)00146-0

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