Experimental study of seismic overloading of large arch dam.
A dynamic overloading model test has been carried out on a shaking table for an arch dam of 278 m in height to investigate its behaviours under strong earthquake. The model system included the arch dam with contraction joints, part of reservoir, partial foundation rock with topographic feature near...
| Published in: | Earthquake engineering & structural dynamics. 35, 2 (2006). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
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