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  • Internationale Datenbank und Galerie für Ingenieurbauwerke

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

  1. Abediniangerabi, B. / Shahandashti, S. M. / Bell, B. / Chao, S.-H. / Makhmalbaf, A. (2018): Building energy performance analysis of ultra-high-performance fiber-reinforced concrete (UHP-FRC) façade systems. In: Energy and Buildings, v. 174 (September 2018).

    https://doi.org/10.1016/j.enbuild.2018.06.027

  2. Haynes, P. / Packham, F. / Donaldson, T. / Taylor, H. P. J. / Smeeth, A. / Whately, N. / Coates Smith, P. / Bell, B. (1996): Level crossings— some solutions. Report of a Half-day Meeting of the Railway Engineers' Forum, 3 April 1995, at the Institution of Mechanical Engineers. In: Proceedings of the Institution of Civil Engineers - Transport, v. 117, n. 3 (August 1996).

    https://doi.org/10.1680/itran.1996.28636

  3. Bell, B. (2009): Fibre-reinforced polymer in railway civil engineering. In: Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, v. 162, n. 3 (September 2009).

    https://doi.org/10.1680/eacm.2009.162.3.119

  4. Loudon, N. / Bell, B. (2010): FRP strengthening of concrete road and rail bridges in the UK. In: Magazine of Concrete Research, v. 62, n. 4 (April 2010).

    https://doi.org/10.1680/macr.2010.62.4.243

  5. 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

  6. Roberts, T. M. / Hughes, T. G. / Dandamudi, V. R. / Bell, B. (2006): Quasi-static and high cycle fatigue strength of brick masonry. In: Construction and Building Materials, v. 20, n. 9 (November 2006).

    https://doi.org/10.1016/j.conbuildmat.2005.02.013

  7. Bell, B. (2003): integral composite bridge of high skew. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 156, n. 4 (Dezember 2003).

    https://doi.org/10.1680/bren.2003.156.4.191

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