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F. Tin-Loi

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Pi, Y.-L. / Bradford, M. A. / Tin-Loi, F. (2007): Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads. In: Thin-Walled Structures, v. 45, n. 3 (März 2007).

    https://doi.org/10.1016/j.tws.2007.02.002

  2. Tin-Loi, F. (1997): Complementarity and nonlinear structural analysis of skeletal structures. In: Structural Engineering and Mechanics, v. 5, n. 5 (September 1997).

    https://doi.org/10.12989/sem.1997.5.5.491

  3. Ferris, M. C. / Tin-Loi, F. (1998): Nonlinear programming approach for a class of inverse problems in elastoplasticity. In: Structural Engineering and Mechanics, v. 6, n. 8 (Dezember 1998).

    https://doi.org/10.12989/sem.1998.6.8.857

  4. Tin-Loi, F. / Xia, S. H. (1999): Geometrically nonlinear elastic analysis of space trusses. In: Structural Engineering and Mechanics, v. 7, n. 4 (April 1999).

    https://doi.org/10.12989/sem.1999.7.4.345

  5. Tin-Loi, F. (1999): A boundary element approach for quasibrittle fracture propagation analysis. In: Structural Engineering and Mechanics, v. 8, n. 5 (November 1999).

    https://doi.org/10.12989/sem.1999.8.5.439

  6. Nappi, A. / Tin-Loi, F. (2001): A numerical model for masonry implemented in the framework of a discrete formulation. In: Structural Engineering and Mechanics, v. 11, n. 2 (Februar 2001).

    https://doi.org/10.12989/sem.2001.11.2.171

  7. Tin-Loi, F. (1999): On the numerical solution of a class of unilateral contact structural optimization problems. In: Structural Optimization, v. 17, n. 2-3 (April 1999).

    https://doi.org/10.1007/bf01195940

  8. Tin-Loi, F. (1999): On the numerical solution of a class of unilateral contact structural optimization problems. In: Structural Optimization, v. 17, n. 2-3 (April 1999).

    https://doi.org/10.1007/s001580050047

  9. Chiong, I. / Sun, Z. / Xiang, T. / Song, C. / Tin-Loi, F. (2012): Evaluation of dynamic generalised stress intensity factors at cracks and multi-material wedges using the scaled boundary finite element method. In: Australian Journal of Structural Engineering, v. 12, n. 3 ( 2012).

    https://doi.org/10.7158/s11-104.2012.12.3

  10. Tin-Loi, F. / Vimonsatit, V. (1996): Nonlinear analysis of semirigid frames: A parametric complementarity approach. In: Engineering Structures, v. 18, n. 2 (Februar 1996).

    https://doi.org/10.1016/0141-0296(95)00075-5

  11. Tangaramvong, S. / Tin-Loi, F. (2007): Limit analysis of strain softening steel frames under pure bending. In: Journal of Constructional Steel Research, v. 63, n. 9 (September 2007).

    https://doi.org/10.1016/j.jcsr.2006.11.007

  12. Tin-Loi, F. (1992): Optimal plastic design of arches. In: Computers & Structures, v. 43, n. 4 (Mai 1992).

    https://doi.org/10.1016/0045-7949(92)90508-w

  13. Tin-Loi, F. (1995): Plastic limit analysis of plane frames and grids using GAMS. In: Computers & Structures, v. 54, n. 1 (Januar 1995).

    https://doi.org/10.1016/0045-7949(94)00310-y

  14. Tangaramvong, S. / Tin-Loi, F. (2011): Collapse load evaluation of structures with frictional contact supports under combined stresses. In: Computers & Structures, v. 89, n. 11-12 (Juni 2011).

    https://doi.org/10.1016/j.compstruc.2010.12.015

  15. Tangaramvong, S. / Tin-Loi, F. / Wu, D. / Gao, W. (2013): Mathematical programming approaches for obtaining sharp collapse load bounds in interval limit analysis. In: Computers & Structures, v. 125 (September 2013).

    https://doi.org/10.1016/j.compstruc.2013.04.028

  16. Yang, C. / Tangaramvong, S. / Gao, W. / Tin-Loi, F. (2015): Interval elastoplastic analysis of structures. In: Computers & Structures, v. 151 (15 April 2015).

    https://doi.org/10.1016/j.compstruc.2014.12.004

  17. Que, N. S. / Tin-Loi, F. (2002): An optimization approach for indirect identification of cohesive crack properties. In: Computers & Structures, v. 80, n. 16-17 (Juli 2002).

    https://doi.org/10.1016/s0045-7949(02)00096-2

  18. Wong, M. B. / Tin-Loi, F. (1990): Geometrically nonlinear analysis of elastic framed structures. In: Computers & Structures, v. 34, n. 4 (Januar 1990).

    https://doi.org/10.1016/0045-7949(90)90241-s

  19. Wong, M. B. / Tin-Loi, F. (1990): Analysis of frames involving geometrical and material nonlinearities. In: Computers & Structures, v. 34, n. 4 (Januar 1990).

    https://doi.org/10.1016/0045-7949(90)90242-t

  20. Wakefield, R. R. / Tin-Loi, F. (1990): Mathematical programming and uniqueness in nonholonomic plasticity. In: Computers & Structures, v. 34, n. 3 (Januar 1990).

    https://doi.org/10.1016/0045-7949(90)90272-4

  21. Xia, S. H. / Tin-Loi, F. (1998): Large Displacement Elastoplastic Analysis of Space Trusses as a Mathematical Programming Problem. In: International Journal of Space Structures, v. 13, n. 3 (September 1998).

    https://doi.org/10.1177/026635119801300302

  22. Tin-Loi, F. / Xia, S. H. (2003): Nonlinear Analysis of Cable-strut Structures as a Mixed Complementarity Problem. In: International Journal of Space Structures, v. 18, n. 4 (Dezember 2003).

    https://doi.org/10.1260/026635103322987959

  23. Pi, Y.-L. / Bradford, M. A. / Tin-Loi, F. / Gilbert, R. I. (2007): Geometric and material nonlinear analyses of elastically restrained arches. In: Engineering Structures, v. 29, n. 3 (März 2007).

    https://doi.org/10.1016/j.engstruct.2006.01.016

  24. Tangaramvong, S. / Tin-Loi, F. (2007): A complementarity approach for elastoplastic analysis of strain softening frames under combined bending and axial force. In: Engineering Structures, v. 29, n. 5 (Mai 2007).

    https://doi.org/10.1016/j.engstruct.2006.06.011

  25. Tangaramvong, S. / Tin-Loi, F. (2013): Automatic identification of the worst load combination for structural safety assessment using an optimization approach. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.08.036

  26. Ngo, N. S. / Tin-Loi, F. (2007): Shakedown analysis using the -adaptive finite element method and linear programming. In: Engineering Structures, v. 29, n. 1 (Januar 2007).

    https://doi.org/10.1016/j.engstruct.2006.03.033

  27. Tangaramvong, S. / Tin-Loi, F. (2015): Optimal Performance-Based Rehabilitation of Steel Frames Using Braces. In: Journal of Structural Engineering (ASCE), v. 141, n. 10 (Oktober 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001248

  28. Tangaramvong, S. / Tin-Loi, F. / Gao, W. (2014): Optimal retrofit of moment resisting frames using braces accounting for geometric nonlinearity and serviceability conditions. In: Engineering Structures, v. 80 (Dezember 2014).

    https://doi.org/10.1016/j.engstruct.2014.08.039

  29. Yang, C. / Tangaramvong, S. / Tin-Loi, F. / Gao, W. (2017): Influence of Interval Uncertainty on the Behavior of Geometrically Nonlinear Elastoplastic Structures. In: Journal of Structural Engineering (ASCE), v. 143, n. 1 (Januar 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001618

  30. Vimonsatit, V. / Tangaramvong, S. / Tin-Loi, F. (2012): Second-order elastoplastic analysis of semirigid steel frames under cyclic loading. In: Engineering Structures, v. 45 (Dezember 2012).

    https://doi.org/10.1016/j.engstruct.2012.06.021

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