These models penalize stiffness of columns and beams, representing the effects of concrete cracking and avoiding costly physical non-linear analyses. Reliability of buildings in service limit state for maximum horizontal displacementsĭirectory of Open Access Journals (Sweden)įull Text Available Brazilian design code ABNT NBR6118:2003 - Design of Concrete Structures - Procedures - proposes the use of simplified models for the consideration of non-linear material behavior in the evaluation of horizontal displacements in buildings.
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