| Título: | Validation of a Linearized Seismic Analysis Method for Tall Guyed Telecommunication Masts |
| Autores: | Ghafari Oskoei, Sayed Ali |
| Fecha: |
2010 2010 |
| Publicador: | McGill University - MCGILL |
| Fuente: |
 |
| Tipo: | technical report |
| Tema: | Civil Engineering |
| Descripción: | A new robust linearized seismic analysis method for guyed telecommunication masts waspresented in Ghafari Oskoei, S. A., and McClure, G. (STENG-1145): "A robust linearizedseismic analysis method for guyed telecommunication masts", Journal of StructuralEngineering, submitted in June 2010. Following the study of the geometric nonlinear dynamicresponse of its individual guy cables (Ghafari and McClure, 2009 and STENG-742: "A novelfrequency domain algorithm to evaluate the dynamic stiffness of guy cables used in tall mastsunder earthquakes", Journal of Structural Engineering, submitted in Aug 2009), a condenseddynamic model is created that captures the horizontal dynamic response of the guyed mast. Inaddition to the studies reported in Ghafari and McClure (STENG-1145), there was a need formore in-depth validation of the proposed method before its more wide-scale use in engineeringpractice. |
| Idioma: | eng |
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