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Dalgiç, K.D. (author), Gulen, D. Burcu (author), Acikgoz, Sinan (author), Burd, Harvey (author), Hendriks, M.A.N. (author), Giardina, Giorgia (author), Ilki, Alper (author)
Underground construction activities, such as tunnelling, cause local ground movements to occur. Nearby surface structures interact with the moving ground, potentially leading to building damage. Although it is understood that the severity of building damage is influenced by the façade opening ratio (OpR) and the stiffness of the floors,...
conference paper 2021
document
Kappen, J.M.J. (author), Giardina, G. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
The development of infrastructure in major cities often involves tunnelling, which can cause damage to existing structures. Therefore, these projects require a careful prediction of the risk of settlement induced damage. The simplified approach of current methods cannot account for three-dimensional structural aspects of buildings, which can...
conference paper 2013
document
Giardina, G. (author), Floria, V. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
conference paper 2012
document
Giardina, G. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
Excavation works in urban areas require a preliminary risk damage assessment. In historical cities, the prediction of building response to settlements is necessary to reduce the risk of damage of the architectural heritage. The current method used to predict the building damage due to ground deformations is the Limiting Tensile Strain Method ...
conference paper 2009
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