An energy-based damage model for seismic response of steel structures.
This paper proposes a new model for quantifying the damage in structural steel components subjected to randomly applied flexural/shear stress reversals, such those induced by earthquakes. In contrast to existing approaches that consider the damage as a combination of the global amount of dissipated...
| Published in: | Earthquake engineering & structural dynamics. 36, 8 (2007). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |