Articles | Volume 372
Proc. IAHS, 372, 141–144, 2015
https://doi.org/10.5194/piahs-372-141-2015
Proc. IAHS, 372, 141–144, 2015
https://doi.org/10.5194/piahs-372-141-2015

  12 Nov 2015

12 Nov 2015

Full-scale experimental and numerical study about structural behaviour of a thin-walled cold-formed steel building affected by ground settlements due to land subsidence

J. A. Ortiz et al.

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Cited articles

Anapayan, T. and Mahendran, M.: Improved design rules for hollow flange sections subject to lateral distortional buckling, Thin Wall. Struct., 50, 128–140, 2012.
Arroyo, M. G., Zermeño, E., Castañeda, J. A.: El agrietamiento en Aguascalientes, causas y efectos, primera edición; Universidad Autónoma de Aguascalientes, Aguascalientes, 2004.
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Ayhan, D. and Schafer, B.: Moment-rotation characterization of cold-formed steel beams, Advancing Cold-Formed Steel Earthq Eng. (Research Report), 02, 1–33, 2002.
Negulescu, C. and Foerster, E.: Parametric studies and quantitative assessment of the vulnerability of a RC frame building exposed to differential settlements, Nat. Hazards Earth Syst. Sci., 10, 1781–1792, https://doi.org/10.5194/nhess-10-1781-2010, 2010.
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Short summary
This work presents the experimental and numerical results about a study regarding the performance of a full-scale thin-walled cold-formed steel building affected by ground differential settlements.