Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering

Seismic Collapse Evaluation of Steel Intermediate Moment Frames

Authors
Sangwhan HAN, Taeo KIM
Corresponding Author
Sangwhan HAN
Available Online December 2016.
DOI
https://doi.org/10.2991/aece-16.2017.35How to use a DOI?
Keywords
performance evaluation; intermediate moment frames; reduced beam section; connection fracture
Abstract

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.

Copyright
© 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/).

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Volume Title
Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2016
ISBN
978-94-6252-298-5
ISSN
2352-5401
DOI
https://doi.org/10.2991/aece-16.2017.35How to use a DOI?
Copyright
© 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  -