International Journal of Railway
- Volume 3 Issue 2
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- Pages.73-82
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- 2010
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- 1976-9067(pISSN)
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- 2288-3010(eISSN)
Seismic Response Analysis of Lightly Reinforced Concrete Shear Walls
Abstract
Global and local behaviors of a lightly RC shear walls are investigated in this paper. For the sake of cyclic behaviors, nominal ground accelerations of 0.15 g, 0.40 g and 0.55 g which associated with natural periods of the walls are applied as listed in French CAMUS-2000 shake table test. Modified Kent & Park model, Drucker-Prager model for concrete material and