Impact of column-to-beam strength ratio on the seismic response of steel MRFs-Reference-Cited by-同舟云学术

Impact of column-to-beam strength ratio on the seismic response of steel MRFs

Published:2014-06-03 Issue:2 Volume:13 Page:635-652
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Zaghi Arash E.,Soroushian Siavash,Itani Ahmad,Manos Maragakis E.,Pekcan Gokhan,Mehrraoufi Masoud

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-014-9634-9.pdf

Reference26 articles.

1. Applied Technology Council (ATC) (1996) Seismic evaluation and retrofit of concrete buildings. Report No. ATC-40, Redwood City, CA

2. Applied Technology Council (ATC) (2009) NEHRP seismic design technical brief no. 2 seismic design of steel special moment frames: a guide for practicing engineers. Report No. NIST GCR 09–917-3, Redwood City, CA

3. AISC (1997) ANSI/AISC 341–97 Seismic provisions for structural steel buildings. American Institute of Steel Construction Inc, Chicago, IL

4. AISC (2002) ANSI/AISC 341–02 Seismic provisions for structural steel buildings. American Institute of Steel Construction Inc, Chicago, IL

5. AISC (2005) ANSI/AISC 341–05 Seismic provisions for structural steel buildings. American Institute of Steel Construction Inc, Chicago, IL

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