A new hierarchical finite element model for the analysis of coupled shear wall-frame systems subject to earthquake forces is presented. This model can be used to study shear walls with any number of opening rows and frames with geometrical properties varying along the building height.
Earthquake-resistant design of shear walls
CAPUANI, Domenico;
1994
Abstract
A new hierarchical finite element model for the analysis of coupled shear wall-frame systems subject to earthquake forces is presented. This model can be used to study shear walls with any number of opening rows and frames with geometrical properties varying along the building height.File in questo prodotto:
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