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Structural reliability in design and analysis of tensile structures

E. De Smedt, Marijke Mollaert, Robby Caspeele (UGent) and Lincy Pyl
(2016) 14th International Probabilistic Workshop. p.331-364
Author
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Abstract
In order to achieve a semi-probabilistic verification format such as used for the analysis of conventional structures in the Eurocodes, research into structural reliability calculations for tensile surface structures is needed. Appropriate partial factors have to be proposed and evaluated. To gain insight, a scholastic example with three cable segments is analysed. In order to ake into account the uncertainties associated to the pre-tensioned system, Latin Hypercube Sampling is applied to sample six main influencing variables. The cable system is designed according to pretension. The structural reliability of both designs is evaluated. An increase of the partial factor for pretension from 1 to 1.35 results in an increase of the reliability index from 2.27 to 5.42.
Keywords
Structural Reliability, tensile surface structures, partial factors, Eurocode

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MLA
De Smedt, E., et al. “Structural Reliability in Design and Analysis of Tensile Structures.” 14th International Probabilistic Workshop, edited by Robby Caspeele et al., Springer, 2016, pp. 331–64, doi:10.1007/978-3-319-47886-9_23.
APA
De Smedt, E., Mollaert, M., Caspeele, R., & Pyl, L. (2016). Structural reliability in design and analysis of tensile structures. In R. Caspeele, L. Taerwe, & D. Proske (Eds.), 14th International Probabilistic Workshop (pp. 331–364). https://doi.org/10.1007/978-3-319-47886-9_23
Chicago author-date
De Smedt, E., Marijke Mollaert, Robby Caspeele, and Lincy Pyl. 2016. “Structural Reliability in Design and Analysis of Tensile Structures.” In 14th International Probabilistic Workshop, edited by Robby Caspeele, Luc Taerwe, and Dirk Proske, 331–64. Cham: Springer. https://doi.org/10.1007/978-3-319-47886-9_23.
Chicago author-date (all authors)
De Smedt, E., Marijke Mollaert, Robby Caspeele, and Lincy Pyl. 2016. “Structural Reliability in Design and Analysis of Tensile Structures.” In 14th International Probabilistic Workshop, ed by. Robby Caspeele, Luc Taerwe, and Dirk Proske, 331–364. Cham: Springer. doi:10.1007/978-3-319-47886-9_23.
Vancouver
1.
De Smedt E, Mollaert M, Caspeele R, Pyl L. Structural reliability in design and analysis of tensile structures. In: Caspeele R, Taerwe L, Proske D, editors. 14th International Probabilistic Workshop. Cham: Springer; 2016. p. 331–64.
IEEE
[1]
E. De Smedt, M. Mollaert, R. Caspeele, and L. Pyl, “Structural reliability in design and analysis of tensile structures,” in 14th International Probabilistic Workshop, Ghent, Belgium, 2016, pp. 331–364.
@inproceedings{8531509,
  abstract     = {{In order to achieve a semi-probabilistic verification format such as used for the analysis of conventional structures in the Eurocodes, research into structural reliability calculations for tensile surface structures is needed. Appropriate partial factors have to be proposed and evaluated. To gain insight, a scholastic example with three cable segments is analysed. In order to ake into account the uncertainties associated to the pre-tensioned system, Latin Hypercube Sampling is applied to sample six main influencing variables. The cable system is designed according to pretension. The structural reliability of both designs is evaluated. An increase of the partial factor for pretension from 1 to 1.35 results in an increase of the reliability index from 2.27 to 5.42.}},
  author       = {{De Smedt, E. and Mollaert, Marijke and Caspeele, Robby and Pyl, Lincy}},
  booktitle    = {{14th International Probabilistic Workshop}},
  editor       = {{Caspeele, Robby and Taerwe, Luc and Proske, Dirk}},
  isbn         = {{9783319478852}},
  keywords     = {{Structural Reliability,tensile surface structures,partial factors,Eurocode}},
  language     = {{eng}},
  location     = {{Ghent, Belgium}},
  pages        = {{331--364}},
  publisher    = {{Springer}},
  title        = {{Structural reliability in design and analysis of tensile structures}},
  url          = {{http://doi.org/10.1007/978-3-319-47886-9_23}},
  year         = {{2016}},
}
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