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Static Analysis of Laterally Arbitrarily Loaded Non-Planar Non-Symmetrical Coupled Shear Walls (Aksogan, O.)
Bibliographical information (record 265557)
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Static Analysis of Laterally Arbitrarily Loaded Non-Planar Non-Symmetrical Coupled Shear Walls
Author:
 Aksogan, O. Search Author in Amazon Books

Edition:
 2006.
Classification:
 TA9
URL:
http://library.neu.edu.tr:2048/login?url=http://dx.doi.org/10.4203/ccp.83.51
Detailed notes
    - http://www.ctresources.info/ccp/paper.html?id=3831
    - Recently, a rapid increase has taken place in the number of tall buildings. In multistory buildings made of reinforced concrete, the lateral loads are often resisted by specially arranged shear walls. Shear wall components may be planar and are usually located at the sides of the building or in the form of a core which houses staircases or elevator shafts. Weakening of shear walls in tall buildings by doors, windows and corridor openings is one of the most frequently encountered problems of structural engineering. When the coupling action between the piers separated by openings becomes important, some of the external moment is resisted by the couple formed by the axial forces in the walls due to the increase in the stiffness of the coupled system by the connecting beams. In planar coupled shear wall analyses, the lateral loads are applied in such a way that the deformation of the shear wall is confined within its own plane. Actually, the deformation of a coupled shear wall subjected to lateral loading is not confined to its plane. Studies considering in-plane, out-of-plane and torsional deformations in the investigation of coupled shear walls are called non-planar coupled shear wall analyses. In non-planar coupled shear walls, both the flexural and torsional behaviours under external loading have to be taken into account in the analysis.
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NEU Grand LibraryOnline (TA9 .P76 2006)
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