Kinematic response functions and dynamic stiffnesses of bridge embankments.
Recognizing that soil structure interaction affects appreciably the earthquake response of highway overcrossings, this paper compares approximate analytical solutions and finite element results to conclude on a simple procedure that allows for the estimation of the kinematic response functions and d...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 31, 11 (2002). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |