Plasticity fibre model for steel triangular plate energy dissipating devices.
Properly fabricated triangular plate added damping and stiffness (TADAS) devices can sustain a large number of yield reversals without strength degradation, thereby dissipating a significant amount of earthquake induced energy. A pronounced isotropic hardening effect is recognized in the force defor...
| Publicado en: | Earthquake engineering & structural dynamics. 31, 9 (2002). |
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| Autor principal: | |
| Formato: | Artículo |
| Lenguaje: | English |
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