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An enhanced component based model for steel connection in a hybrid coupled shear wall structure: Development, calibration and experimental validation
In the present paper the development, calibration and experimental validation of two component-based models of dissipative steel links connecting a reinforced concrete wall to a steel gravity frame is presented. The dissipative capacity of such structures is greatly influenced by the effective hyst...
| Autores principales: | , , |
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| Lenguaje: | eng |
| Publicado: |
2016
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| Materias: | |
| Acceso en línea: | https://dx.doi.org/10.1016/j.compstruc.2016.08.002 http://cds.cern.ch/record/2268415 |