Time domain simulation of soil foundation structure interaction in non-uniform soils.
Presented here is a numerical investigation of the influence of non?uniform soil conditions on a prototype concrete bridge with three bents (four span) where soil beneath bridge bents are varied between stiff sands and soft clay. A series of high-fidelity models of the soil?foundation?structure syst...
| הוצא לאור ב: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
|---|---|
| מחבר ראשי: | |
| פורמט: | Article |
| שפה: | English |
| נושאים: |