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Permissible Heights Proposed for Steel Ordinary Moment Frames

Authors
Han, Sang Whan
Issue Date
Dec-2018
Publisher
IACSIT
Keywords
Steel moment frames; seismic performance; design provision; seismic force-resisting system.
Citation
IACSIT INTERNATIONAL JOURNAL OF ENGINEERING AND TECHNOLOGY, v.10, no.6, pp 447 - 451
Pages
5
Indexed
FOREIGN
Journal Title
IACSIT INTERNATIONAL JOURNAL OF ENGINEERING AND TECHNOLOGY
Volume
10
Number
6
Start Page
447
End Page
451
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/148721
DOI
10.7763/IJET.2018.V10.1110
ISSN
1793-8236
1793-8236
Abstract
Steel ordinary moment frames (OMF) are often used in building construction as a seismic force-resisting system. Among three types of steel moment frames specified in seismic design provisions such as ordinary (OMF), intermediate (IMF), and special moment frames (SMF), design and detailing requirements specified for steel OMFs are the least stringent. To evaluate the seismic performance of steel OMFs, OMFs were designed according to current seismic design and detailing provisions considering different combinations of gravity, seismic, wind loads, as well as wind drift limits. FEMA-P695 was used for seismic performance evaluation. Then, permissible heights for steel OMFs are proposed based on the results of seismic performance evaluation. 
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Han, Sang Whan
COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)
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