Performance improvement of earthquake-resistant steel structure system EBF (Eccentrically Braced Frame) by using modified long links
This paper presents the results of a numerical study of the behavior of paired Long links in a modified EBF portal. The aim of the research is to examine the behavior of Long links and their EBF portals numerically against the parameters that influence the behavior of Long links and obtain behavior...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2023-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_02001.pdf |