Coupled shear-flexural model for dynamic analysis of fixed-base tall buildings with tuned mass dampers

Iván F. Huergo, Hugo Hernández

Producción científicarevisión exhaustiva

10 Citas (Scopus)

Resumen

An equivalent discrete model is developed for time domain dynamic analysis of uniform high-rise shear wall-frame buildings with fixed base and carrying any number of tuned mass dampers (TMDs). The equivalent model consists of a flexural cantilever beam and a shear cantilever beam connected in parallel by a finite number of axially rigid members that allow the consideration of intermediate modes of lateral deformation. The proposed model was validated by a building whose lateral resisting system consists of a combination of shear walls and braced frames. The results showed the effectiveness of TMDs to reduce the peak displacements, interstory drift ratio, and accelerations when the building is subjected to a seismic load. The root mean square accelerations due to along wind loads also decrease if TMDs are attached to the building.
Idioma originalEnglish
Número de artículoe1671
PublicaciónStructural Design of Tall and Special Buildings
Volumen28
N.º17
DOI
EstadoPublished - 1 dic 2019
Publicado de forma externa

Nota bibliográfica

Publisher Copyright:
© 2019 John Wiley & Sons, Ltd.

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