Numerical Study on the Impact of Out-of-Plane Eccentricity on Lateral Behavior of Concentrically Braced Frames-Reference-Cited by-同舟云学术

Numerical Study on the Impact of Out-of-Plane Eccentricity on Lateral Behavior of Concentrically Braced Frames

Published:2018-07-05 Issue:2 Volume:19 Page:341-350
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Zahrai S. M.,Bolandi H.

Funder

University of Tehran

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-018-0119-6.pdf

Reference32 articles.

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

3. Astaneh-Asl, A. (1998). Seismic behavior and design of steel gusset plates, steel tips. Chicago: AISC.

4. Astaneh-Asl, A. (1999). Cyclic tests and seismic design of steel gusset plate in buildings. In Proceedings of the 3rd international conference on seismology and earthquake engineering (SEE3), Tehran, I.R. Iran.

5. Astaneh-Asl, A., & Goel, S. C. (1990). Cyclic in-plane buckling of double angle bracing. Journal of Structural Engineering ASCE, 110(9), 1135–1153.

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