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Paper Title : SHEAR WALL FRAME STRUCTURAL MEMBERS AND THEIR ANALYSIS FOR LATERAL LOAD

ISSN : 2395-1303
Year of Publication : 2021
10.29126/23951303/IJET-V7I4P28

Authors: -Anil Kumar Singh, Mr. Vishal Rawat

         


Abstract
- The purpose of this study is to model and analyze the nonplanar shear wall assemblies of shear wallframe structures. Two three dimensional models, for open and closed section shear wall assemblies, are developed. These models are based on conventional wide column analogy, in which a planar shear wall is replaced by an idealized frame structure consisting of a column and rigid beams located at floor levels. The rigid diaphragm floor assumption, which is widely used in the analysis of multistorey building structures, is also taken into consideration. The connections of the rigid beams are released against torsion in the model proposed for open section shear walls. For modelling closed section shear walls, in addition to this the torsional stiffness of the wide columns are adjusted by using a series of equations. Several shear wall-frame systems having different shapes of nonplanar shear wall assemblies are analyzed by static lateral load, response spectrum and time history methods where the proposed methods are used. The results of these analyses are compared with the results obtained by using common shear wall modelling techniques.

Reference
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Keywords
—— Shear Wall, Shear Wall-Frame Structures, Wide Column Analogy