Articles | Volume 372
Proc. IAHS, 372, 141–144, 2015
Proc. IAHS, 372, 141–144, 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.
ATC-40: Seismic evaluation and retrofit of concrete buildings, Seismic Safety Commission, State of California, Sacramento, California, Developed by the Applied Technology Council, 1–316 (SSC Report no. 96-01), 1996.
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,, 2010.
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.