Determining the Optimal Cutting Geometry of RBS Connection to Enhance Seismic Behavior in Steel Moment Frames
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-0751-5_10
Reference24 articles.
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3. FEMA-350 (2000) Recommended seismic design criteria for new steel moment-frame buildings. Federal Emergency Management Agency
4. Roeder CW (2002) General issues influencing connection performance. J Struct Eng 128(4):420–428. https://doi.org/10.1061/(asce)0733-9445(2002)128:4(420)
5. Lignos DG, Krawinkler H (2011) Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. J Struct Eng 137(11):1291–1302. https://doi.org/10.1061/(asce)st.1943-541x.0000376
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