Probabilistic impedance of foundation impact of the seismic design on uncertain soils.
In the linear seismic design of buildings, the (deterministic) substructure method is a customary and efficient approach. However, the existence of spatial variability in the parameters of the mechanical model of the soil, as well as parametric errors, calls for the use of probabilistic approaches i...
| Udgivet i: | Earthquake engineering & structural dynamics. 37, 6 (2008). |
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| Format: | Article |
| Sprog: | English |
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