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D. P. Thambiratnam

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Le, N. T. / Nguyen, A. / Thambiratnam, D. P. / Chan, T. H. T. / Khuc, T. (2020): Locating and quantifying damage in beam-like structures using modal flexibility-based deflection changes. In: International Journal of Structural Stability and Dynamics, v. 20, n. 10 (September 2020).

    https://doi.org/10.1142/s0219455420420080

  2. Jayasundara, N. / Thambiratnam, D. P. / Chan, T. H. T. / Nguyen, A. (2020): Locating and quantifying damage in deck type arch bridges using frequency response functions and artificial neural networks. In: International Journal of Structural Stability and Dynamics, v. 20, n. 10 (September 2020).

    https://doi.org/10.1142/s0219455420420109

  3. Dorji, J. / Thambiratnam, D. P. (2009): Modelling and Analysis of Infilled Frame Structures Under Seismic Loads. In: The Open Construction and Building Technology Journal, v. 3, n. 2 (December 2009).

    https://doi.org/10.2174/1874836800903020119

  4. Dorji, J. / Thambiratnam, D. P. (2009): Modelling and Analysis of Infilled Frame Structures Under Seismic Loads. In: The Open Construction and Building Technology Journal, v. 3, n. 1 (December 2009).

    https://doi.org/10.2174/1874836800903010119

  5. Thambiratnam, D. P. / Clark, B. J. / Perera, N. J. (2009): Performance of a Rollover Protective Structure for a Bulldozer. In: Journal of Engineering Mechanics (ASCE), v. 135, n. 1 (January 2009).

    https://doi.org/10.1061/(asce)0733-9399(2009)135:1(31)

  6. Bandara, R. P. / Chan, T. H. T. / Thambiratnam, D. P. (2013): The three-stage artificial neural network method for damage assessment of building structures. In: Australian Journal of Structural Engineering, v. 14, n. 1 ( 2013).

    https://doi.org/10.7158/s12-036.2013.14.1

  7. Wang, F. L. / Chan, T. H. T. / Thambiratnam, D. P. / Tan, A. C. C. C. (2013): A statistical strategy to select optimal structural health monitoring data in operational modal analysis. In: Australian Journal of Structural Engineering, v. 14, n. 1 ( 2013).

    https://doi.org/10.7158/s12-030.2013.14.1

  8. Yau, M. H. / Chan, T. H. T. / Thambiratnam, D. P. / Tam, H. Y. (2013): Methodology for measuring the vertical displacements of bridges using fibre Bragg grating sensors. In: Australian Journal of Structural Engineering, v. 14, n. 1 ( 2013).

    https://doi.org/10.7158/s12-045.2013.14.1

  9. Thambiratnam, D. P. / Perera, N. J. (2012): Protection of structural systems and mechanisms from catastrophic and life-threatening failure caused by unforeseeable events. In: Australian Journal of Structural Engineering, v. 13, n. 1 ( 2012).

    https://doi.org/10.7158/s11-129.2012.13.1

  10. Wilkinson, S. M. / Thambiratnam, D. P. (1995): Mode coupling in the vibration response of asymmetric buildings. In: Computers & Structures, v. 56, n. 6 (September 1995).

    https://doi.org/10.1016/0045-7949(94)00511-z

  11. Madsen, L. P. B. / Thambiratnam, D. P. / Perera, N. J. (2003): Seismic response of building structures with dampers in shear walls. In: Computers & Structures, v. 81, n. 4 (March 2003).

    https://doi.org/10.1016/s0045-7949(02)00441-8

  12. Thambiratnam, D. P. / Thevendran, V. (1992): Simplified analysis of asymmetric buildings subjected to lateral loads. In: Computers & Structures, v. 43, n. 5 (June 1992).

    https://doi.org/10.1016/0045-7949(92)90301-f

  13. Corderoy, H. J. B. / Thambiratnam, D. P. (1993): Microcomputer analysis of torsionally coupled multistorey buildings for earthquakes. In: Computers & Structures, v. 46, n. 4 (February 1993).

    https://doi.org/10.1016/0045-7949(93)90388-t

  14. Thambiratnam, D. P. (1993): A simple finite element analysis of hyperboloidal shell structures. In: Computers & Structures, v. 48, n. 2 (July 1993).

    https://doi.org/10.1016/0045-7949(93)90417-c

  15. Hidallana-Gamage, H. D. / Thambiratnam, D. P. / Perera, N. J. (2017): Influence of the negative phase and support flexibility on the blast response of laminated glass panels. In: Construction and Building Materials, v. 154 (November 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.07.231

  16. Le, N. T. / Thambiratnam, D. P. / Nguyen, A. / Chan, T. H. T. (2019): A new method for locating and quantifying damage in beams from static deflection changes. In: Engineering Structures, v. 180 (February 2019).

    https://doi.org/10.1016/j.engstruct.2018.11.071

  17. Thambiratnam, D. P. / Shah, A. H. / Cohen, H. (1980): Transients in cylindrical shells. In: Earthquake Engineering and Structural Dynamics, v. 8, n. 1 (January 1980).

    https://doi.org/10.1002/eqe.4290080103

  18. Yau, M. H. / Chan, T. H. T. / Thambiratnam, D. P. / Tam, H. Y. (2013): Static Vertical Displacement Measurement of Bridges Using Fiber Bragg Grating (FBG) Sensors. In: Advances in Structural Engineering, v. 16, n. 1 (January 2013).

    https://doi.org/10.1260/1369-4332.16.1.165

  19. Huang, M.-H. / Thambiratnam, D. P. / Perera, N. J. (2005): Resonant vibration of shallow suspension footbridges. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 158, n. 4 (December 2005).

    https://doi.org/10.1680/bren.2005.158.4.201

  20. Aflatooni, M. / Chan, T. H. T. / Thambiratnam, D. P. / Thilakarathna, I. (2013): Synthetic rating system for railway bridge management. In: Journal of Civil Structural Health Monitoring, v. 3, n. 2 (May 2013).

    https://doi.org/10.1007/s13349-013-0035-6

  21. Kodikara, K. A. T. L. / Chan, T. H. T. / Nguyen, T. / Thambiratnam, D. P. (2016): Model updating of real structures with ambient vibration data. In: Journal of Civil Structural Health Monitoring, v. 6, n. 3 (July 2016).

    https://doi.org/10.1007/s13349-016-0178-3

  22. Nguyen, A. / Kodikara, K. A. T. L. / Chan, T. H. T. / Thambiratnam, D. P. (2018): Toward effective structural identification of medium-rise building structures. In: Journal of Civil Structural Health Monitoring, v. 8, n. 1 (January 2018).

    https://doi.org/10.1007/s13349-017-0259-y

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