Seismic response evaluation of an urban overpass.
The seismic response of one section of a 23 km strategic urban overpass to be built in the so-called transition and hill zones in Mexico City is presented. The subsoil conditions at these zones typically consist on soft to stiff clay and medium to dense sand deposits, randomly interbedded by loose s...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 40, 8 (2011). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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