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Developments in the unified performance-based seismic design

Developments in the unified performance-based seismic design This review article provides an overview of the origin, development and applications of unified performance-based design (UPBD) method of seismic design of structures. The method is an up gradation of direct displacement-based design (DDBD). In DDBD, drift is the only design criterion. In UPBD method, both drift as well as performance level are accommodated in the design philosophy. Apart from satisfying two design criteria, the UPBD method also provides member size at the start of the design, which eliminates iterations for getting adequate member sizes. Since its inception in 2008, the method has been applied to various structures. A comprehensive review of this method is reported here. The application of the method in dual system, reinforced concrete (RC) frame buildings, bridge piers and steel frame buildings have been discussed in details. The determination of column size, effect of effective stiffness, equipment performance etc. in the domain of UPBD method have also been highlighted. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Journal of Building Pathology and Rehabilitation Springer Journals

Developments in the unified performance-based seismic design

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Publisher
Springer Journals
Copyright
Copyright © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
ISSN
2365-3159
eISSN
2365-3167
DOI
10.1007/s41024-022-00258-y
Publisher site
See Article on Publisher Site

Abstract

This review article provides an overview of the origin, development and applications of unified performance-based design (UPBD) method of seismic design of structures. The method is an up gradation of direct displacement-based design (DDBD). In DDBD, drift is the only design criterion. In UPBD method, both drift as well as performance level are accommodated in the design philosophy. Apart from satisfying two design criteria, the UPBD method also provides member size at the start of the design, which eliminates iterations for getting adequate member sizes. Since its inception in 2008, the method has been applied to various structures. A comprehensive review of this method is reported here. The application of the method in dual system, reinforced concrete (RC) frame buildings, bridge piers and steel frame buildings have been discussed in details. The determination of column size, effect of effective stiffness, equipment performance etc. in the domain of UPBD method have also been highlighted.

Journal

Journal of Building Pathology and Rehabilitation – Springer Journals

Published: Jun 1, 2023

Keywords: Direct displacement-based design; Dual systems; Unified performance-based design; Performance levels; IDR; Nonlinear hinges

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