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Land subsidence due to ground water withdrawal is a problem in many places\udaround the world (Poland, 1984). This causes differential ground settlements\udthat affect masonry structures, because these structural materials do not\udexhibit an adequate performance beyond a certain level of angular\uddistortion. This work presents the experimental and numerical results about\uda study regarding the performance of a full-scale thin-walled cold-formed\udsteel building affected by ground differential settlements due to land\udsubsidence. The experimental stage consisted in the construction of a\udtest-building to be subjected to differential settlements in laboratory. The\udnumerical stage consisted in performing a numerical non-linear static\udpull-down analysis simulating the differential ground settlements of the\udtest-building. The results show that the structural performance of the\udtested building was very suitable in terms of ductility

proceedings of iahs

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