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EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers
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Tzimas, Angelos S., Dimopoulos, Athanasios I. and Karavasilis, Theodore L. (2015) EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers. Journal of Constructional Steel Research, Volume 105 . pp. 60-73. doi:10.1016/j.jcsr.2014.10.022 ISSN 0143-974X.
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WRAP_1073800-es-230615-tdk_manuscript_2014_ver2.pdf - Accepted Version - Requires a PDF viewer. Download (2590Kb) | Preview |
Official URL: http://dx.doi.org/10.1016/j.jcsr.2014.10.022
Abstract
This paper focuses on seismic design and assessment of steel self-centering moment-resisting frames (SC-MRFs) with viscous dampers within the framework of Eurocode 8 (EC8). Performance levels are defined with respect to drifts, residual drifts and limit states in the post-tensioned (PT) connections. A preliminary pushover analysis is conducted at the early phase of the design process to estimate rotations and axial forces in post-tensioned (PT) connections instead of using approximate formulae. Different designs of an SC-MRF with viscous dampers are considered to investigate all possible scenarios, i.e. use of dampers to achieve drifts significantly lower than the EC8 drift limit; to significantly reduce steel weight without exceeding the EC8 drift limit; or to reduce steel weight and achieve drifts lower than the EC8 drift limit. Nonlinear dynamic analyses using models capable of simulating all structural limit states up to collapse confirm the minimal-damage performance of the SC-MRFs. It is shown that the use of the preliminary pushover analysis makes the design procedure very accurate in predicting structural and non-structural limit states. Supplemental damping along with strict design criteria for the post-tensioned connections are found to significantly improve the seismic performance of the SC-MRFs. Moreover, the paper shows that SC-MRFs with viscous dampers have superior collapse resistance compared to conventional steel MRFs even when the SC-MRF is significantly lighter than the conventional MRF.
Item Type: | Journal Article | ||||||||||
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Subjects: | T Technology > TA Engineering (General). Civil engineering (General) | ||||||||||
Divisions: | Faculty of Science, Engineering and Medicine > Engineering > Engineering | ||||||||||
Library of Congress Subject Headings (LCSH): | Post-tensioned prestressed concrete, Earthquake resistant design | ||||||||||
Journal or Publication Title: | Journal of Constructional Steel Research | ||||||||||
Publisher: | Elsevier Ltd. | ||||||||||
ISSN: | 0143-974X | ||||||||||
Official Date: | February 2015 | ||||||||||
Dates: |
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Volume: | Volume 105 | ||||||||||
Number of Pages: | 14 | ||||||||||
Page Range: | pp. 60-73 | ||||||||||
DOI: | 10.1016/j.jcsr.2014.10.022 | ||||||||||
Status: | Peer Reviewed | ||||||||||
Publication Status: | Published | ||||||||||
Access rights to Published version: | Restricted or Subscription Access | ||||||||||
Date of first compliant deposit: | 29 December 2015 | ||||||||||
Date of first compliant Open Access: | 29 December 2015 | ||||||||||
Funder: | Engineering and Physical Sciences Research Council (EPSRC) | ||||||||||
Grant number: | EP/K006118/1 (EPSRC) |
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