Towards lateral performance of CBF with unwanted eccentric connection: A finite element modeling approach-Reference-Cited by-同舟云学术

Towards lateral performance of CBF with unwanted eccentric connection: A finite element modeling approach

Published:2014-06 Issue:5 Volume:18 Page:1421-1428
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Zahrai Seyed Mehdi,Bolandi Hamed

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s12205-014-0094-1.pdf

Reference25 articles.

1. AISC (American Institute of Steel Construction) (2010). Seismic provisions for structural steel buildings, Chicago, IL, USA.

2. ANSYS User’s Manual (2006). Elements, volume III, Swanson Analysis Systems, Inc.

3. Astaneh-Asl, A. (1998). Seismic behavior and design of steel gusset plates, Steel Tips, AISC.

4. Astaneh-Asl, A. (1999). “Cyclic tests and seismic design of steel gusset plate in buildings.” Proceedings of the 3rd International Conference on Seismology and Earthquake Engineering(SEE3), Tehran, Iran.

5. Astaneh-Asl, A. and Goel, S. C. (1990). “Cyclic in-plane buckling of double angle bracing.” Journal of Structural Engineering ASCE, Vol. 110, No. 9, pp. 1135–1153.

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