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T. D. Righiniotis

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. Aggelopoulos, E. S. / Righiniotis, T. D. / Chryssanthopoulos, M. K. (2014): Composite patch repair of steel plates with fatigue cracks growing in the thickness direction. In: Composite Structures, v. 108 (February 2014).

    https://doi.org/10.1016/j.compstruct.2013.10.004

  2. Righiniotis, T. D. / Chryssanthopoulos, M. K. (2003): Probabilistic fatigue analysis under constant amplitude loading. In: Journal of Constructional Steel Research, v. 59, n. 7 (July 2003).

    https://doi.org/10.1016/s0143-974x(03)00002-6

  3. Righiniotis, T. D. (2004): Simplified calculations involving the maximum load on bridge fatigue details under inspection. Part I: Fracture. In: Journal of Constructional Steel Research, v. 60, n. 6 (June 2004).

    https://doi.org/10.1016/j.jcsr.2003.11.002

  4. Righiniotis, T. D. (2004): Simplified calculations involving the maximum load on bridge fatigue details under inspection. Part II: Fatigue. In: Journal of Constructional Steel Research, v. 60, n. 6 (June 2004).

    https://doi.org/10.1016/j.jcsr.2003.11.003

  5. Chryssanthopoulos, M. K. / Righiniotis, T. D. (2006): Fatigue reliability of welded steel structures. In: Journal of Constructional Steel Research, v. 62, n. 11 (November 2006).

    https://doi.org/10.1016/j.jcsr.2006.06.007

  6. Kazantzi, A. K. / Righiniotis, T. D. / Chryssanthopoulos, M. K. (2008): The effect of joint ductility on the seismic fragility of a regular moment resisting steel frame designed to EC8 provisions. In: Journal of Constructional Steel Research, v. 64, n. 9 (September 2008).

    https://doi.org/10.1016/j.jcsr.2007.12.005

  7. Righiniotis, T. D. (2004): Stiffness and Fracture Characteristics of the Northridge Steel Moment Resisting Connections. In: Journal of Earthquake Engineering, v. 8, n. 4 ( 2004).

    https://doi.org/10.1080/13632460409350501

  8. Kazantzi, A. K. / Righiniotis, T. D. / Chryssanthopoulos, M. K. (2011): A Simplified Fragility Methodology for Regular Steel MRFs. In: Journal of Earthquake Engineering, v. 15, n. 3 ( 2011).

    https://doi.org/10.1080/13632469.2010.498559

  9. Kazantzi, A. K. / Righiniotis, T. D. / Chryssanthopoulos, M. K. (2008): Fragility and Hazard Analysis of a Welded Steel Moment Resisting Frame. In: Journal of Earthquake Engineering, v. 12, n. 4 ( 2008).

    https://doi.org/10.1080/13632460701512993

  10. Righiniotis, T. D. / Imam, B. (2004): Fracture reliability of a typical Northridge steel moment resisting connection. In: Engineering Structures, v. 26, n. 3 (February 2004).

    https://doi.org/10.1016/j.engstruct.2003.10.010

  11. Righiniotis, T. D. / Omer, E. / Elghazouli, A. Y. (2002): A simplified crack model for weld fracture in steel moment connections. In: Engineering Structures, v. 24, n. 9 (September 2002).

    https://doi.org/10.1016/s0141-0296(02)00043-3

  12. Imam, B. / Righiniotis, T. D. / Chryssanthopoulos, M. K. / Bell, B. (2006): Analytical fatigue assessment of riveted rail bridges. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 159, n. 3 (September 2006).

    https://doi.org/10.1680/bren.2006.159.3.105

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