Seismic Collapse Evaluation of Steel Intermediate Moment Frames
- https://doi.org/10.2991/aece-16.2017.35How to use a DOI?
- performance evaluation; intermediate moment frames; reduced beam section; connection fracture
A reduced beam section with a bolted web connection (RBS-B) is permitted for use only in Intermediate Moment Frames (IMF). In order to investigate whether IMFs with RBS-B connections provide a satisfactory seismic performance, this study evaluates the seismic performance of 3-, 6- 9- and 20-story IMFs with pre-qualified RBS-B connections following the FEAM-P695 procedure. Analysis results indicate that the probability of collapses is sensitive to the design parameters of IMF buildings with RBS-B connections.
- © 2017, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Sangwhan HAN AU - Taeo KIM PY - 2016/12 DA - 2016/12 TI - Seismic Collapse Evaluation of Steel Intermediate Moment Frames BT - Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering PB - Atlantis Press SP - 152 EP - 155 SN - 2352-5401 UR - https://doi.org/10.2991/aece-16.2017.35 DO - https://doi.org/10.2991/aece-16.2017.35 ID - HAN2016/12 ER -