Non-linear Soil Structure Interaction of Shear Wall System with Super Element
نویسندگان
چکیده
ABSTRACT: Shear wall is commonly employed as a principal element to resist lateral loads due to wind or earthquake forces. An accurate model for a shear wall system needs to consider the effect of all components for analyses i.e. shear wall, foundation, and subsoil. This investigation presents the modeling of a shear wall structure foundation and soil system using the super element, finite and infinite elem ents while considering soil nonlinearity.
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