Seismic strengthening of weak bolted end plate connections using welded haunches-Reference-Cited by-同舟云学术

Seismic strengthening of weak bolted end plate connections using welded haunches

Published:2017-06 Issue:2 Volume:17 Page:743-755
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Saberi Hamid,Kheyroddin Ali,Gerami Mohsen

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-017-6028-2.pdf

Reference15 articles.

1. AISC Design Guide 04. (2004). “Extended End-Plate Moment Connections: Seismic and Wind Applications”-2nd Edition.

2. Asada H, Tanaka T, Yamada S, Matoba H. (2014). “Proposal for seismic retrofit of beam-to-column connection by the addition of H-section haunches to beams using bolt connection.” International Journal of Steel Structures. 14(4), pp. 865–871. DOI: 10.1007/s13296-014-1217-8.

3. Chi B, Uang CM, Chen A. (2006). “Seismic rehabilitation of pre-Northridge steel moment connections: A case study.” Journal of Constructional Steel Research. DOI:10.1016/j.jcsr.2005.11.001.

4. Federal Emergency Management Agency (FEMA). (2000). “FEMA-350: Recommended seismic design criteria for new steel moment frame buildings” California Universities for Research in Earthquake Engineering.

5. Grande E, Rasulo A. (2015). “A simple approach for seismic retrofit of low-rise concentric X-braced steel frames.” Journal of Constructional Steel Research. Vol. 107, pp. 162–172. DOI:10.1016/j.jcsr.2015.01.017.

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