Abstract
The paper compared the efficiency of different methods for decreasing the amount of base shear. Based on the differential equation of motion three different parameters can be investagted to decrease the amount of base shear. Mass, damping and stiffness variations using light weight materials, viscous dampers amd base isolators respectively compared in general this paper.
Translated title of the contribution | Comparison of methods for attenuating the base shear of Renforced concrete structures |
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Original language | Other |
Pages (from-to) | 30-33 |
Number of pages | 4 |
Journal | Iranian Concrete Institute Quarterly |
Volume | 33 |
Issue number | 1 |
Publication status | Published - Apr 2009 |
Keywords
- Seismic design
- Base shear
- Viscouse damper
- Sesimic attenuation