Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers

De Domenico, D. and Hajirasouliha, I. orcid.org/0000-0003-2597-8200 (2021) Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers. Bulletin of Earthquake Engineering, 19. pp. 5015-5049. ISSN 1570-761X

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Item Type: Article
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© The Author(s) 2021. Open Access: This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.

Keywords: Optimisation; Nonlinear viscous damper; Seismic performance; Performance-based design; Steel frames; Energy dissipation
Dates:
  • Published: September 2021
  • Published (online): 21 June 2021
  • Accepted: 9 June 2021
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Symplectic Sheffield
Date Deposited: 01 Sep 2021 13:07
Last Modified: 01 Sep 2021 13:07
Status: Published
Publisher: Springer Science and Business Media LLC
Refereed: Yes
Identification Number: 10.1007/s10518-021-01152-7
Open Archives Initiative ID (OAI ID):

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