Seismic performance assessment of steel moment frames with generic Locally Reinforced connections-Reference-Cited by-同舟云学术

Seismic performance assessment of steel moment frames with generic Locally Reinforced connections

Published:2011-08 Issue:8 Volume:67 Page:1261-1271
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Jalali S.A.,Banazadeh M.,Tafakori E.,Abolmaali A.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Federal Emergency Management Agency. FEMA 350: recommended seismic design criteria for new steel moment-frame buildings. Sacramento (CA): SAC Joint Venture; 2000.

2. AISC. American Institute of Steel Construction. Seismic provisions for structural steel buildings. Chicago (IL); May 21, 2002.

3. Incremental dynamic analysis;Vamvatsikos;Earthquake Engineering and Structural Dynamics,2002

4. Lignos D. Sidesweay collapse of deteriorating structural systems under seismic excitations. Ph.D. thesis. Stanford University. 2008.

5. Seismic performance of steel frames with reduced beam section connections;Jin;Journal of Constructional Steel Research,2005

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