Abstract
The corrugated steel plate shear wall is an effective and economical lateral load resisting system. And the thin steel plate is easy to buckle. And it is necessary to use much more thickness or ribs to prevent the buckle at out of plane direction, which is not economical or complicated to construct. A number of corrugated shear walls are analyzed by nonlinear static pushover analysis method. And failure modes, buckling, the ultimate capacity, and shear force-drift curves are studied. The results showed that the corrugated steel plate can be designed according to the failure modes, in order to have a desirable failure mode that the corrugated steel plate yield before buckling.
Highlights
Experimental and numerical studies conducted in the past three decades have demonstrated that a steel plate shear wall is an effective and economical lateral load resisting system against both wind and earthquake forces
It is easy for the flat steel plate to buckle out of plane buckling, and bearing capacity reduce with the increase of out of the plane the deformation
In order to prevent the loss of strength due to buckling, steel plate with robbers perfectly solve the problems of out of plane buckling, with high strength
Summary
Experimental and numerical studies conducted in the past three decades have demonstrated that a steel plate shear wall is an effective and economical lateral load resisting system against both wind and earthquake forces. It is easy for the flat steel plate to buckle out of plane buckling, and bearing capacity reduce with the increase of out of the plane the deformation. The corrugated steel shear walls have potential that become economical alternatives of lateral load resisting systems, especially in the high rise building structure, with both the advantages. In view of the excellent performance of corrugated steel, it is necessary to study the performance of corrugated steel plate shear wall in high-rise buildings [3]-[4]
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