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T. D. Righiniotis

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

  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 (Februar 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 (Juli 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 (Juni 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 (Juni 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 (Februar 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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