Seismic Design and Analysis of Tall Shear Wall-Frame Structure Using Viscous Damping Wall

Abstract:

The design and analysis procedures of a viscous damping wall for a tall shear wall-frame structure in a high seismic region are briefly introduced. Design method and theoretical basis of viscous damping wall are described, and then the layout scheme is put forward. Under frequent and rare earthquake action, the analysis results of damping structure show that the responses can be reduced perfectly. The maximum story drift angle of viscous damping structure can satisfy the limitations of the seismic code and the additional damping ratio is increased to 3%, all of them can satisfy the target of damping performance.

• Periodical: Applied Mechanics and Materials (Volumes 275-277)
• Pages: 1553-1559
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.275-277.1553
• Online since: January 2013
• Authors: Qiang Zhang, Wen Guang Liu, Wen Fu He, Yang Liu
• Keywords: Energy Dissipation, Shear Wall-Frame Structure, Time-History Analysis, Viscous Damping Wall

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DOI: 10.3130/aijsaxxe.42.0_206