Performance-Based Capacity Design of Steel Plate Shear Walls. II: Design Provisions
Publication: Journal of Structural Engineering
Volume 140, Issue 12
Abstract
This is Part II of two companion papers on performance-based capacity design of steel plate shear walls. These papers aim to provide a holistic and sound basis for capacity design of steel plate shear walls to any of three explicit performance levels (ductile, moderately ductile, and limited-ductility), with emphasis on design requirements for applications involving lower ductility demands. In this paper, Part II, existing design provisions for ductile steel plate shear walls are briefly reviewed and discussed, with some modifications recommended, and capacity design provisions for limited-ductility walls are proposed based on the development principles presented in Part I. Capacity design provisions for moderately ductile walls are then rationalized based on the development principles for the other two performance levels. The proposed capacity design methods for the limited-ductility and moderately ductile performance levels are applied to design examples, and the results are discussed in the context of the observed performance of two multistory steel plate shear walls tested under cyclic lateral loading.
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Acknowledgments
Funding for this research was provided by the Natural Sciences and Engineering Research Council of Canada. The test specimen was donated by Supreme Steel. Financial support for the first author was provided through scholarships from the Steel Structures Education Foundation, Alberta Heritage Foundation, University of Alberta, Canadian Society for Civil Engineering, and Canadian Institute of Steel Construction. All support is gratefully acknowledged.
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© 2014 American Society of Civil Engineers.
History
Received: Jun 5, 2013
Accepted: Dec 12, 2013
Published online: Jun 19, 2014
Discussion open until: Nov 19, 2014
Published in print: Dec 1, 2014
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