Searched for: author%3A%22Giardina%2C+G.%22
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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)
This thesis focuses on the modelling of settlement induced damage to masonry buildings. In densely populated areas, the need for new space is nowadays producing a rapid increment of underground excavations. Due to the construction of new metro lines, tunnelling activity in urban areas is growing. One of the consequences is a greater attention to...
doctoral thesis 2013
document
Giardina, G. (author), Marini, A. (author), Hendriks, M.A.N. (author), Rots, J.G. (author), Rizzardini, F. (author), Giuriani, E. (author)
report 2012
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
Searched for: author%3A%22Giardina%2C+G.%22
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