Probabilistic evaluation of global seismic capacity of degrading structures.

The present study addresses the probabilistic seismic capacity evaluation of the existing non-ductile reinforced concrete structures that are vulnerable to shear, and thus axial, failures of their columns. The probability of structural collapse at a target lateral displacement imposed by seismic haz...

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Vydáno v:Earthquake engineering & structural dynamics. 36, 13 (2007).
Hlavní autor: Koduru, S. D.
Médium: Článek
Jazyk:English
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