Hysteretic behavior of bolted-angle connections

Author:

Shen J,Astaneh-Asl A

Publisher

Elsevier BV

Subject

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

Reference6 articles.

1. Dynamic behavior of flexible, semi-rigid, and rigid steel frames;Nader;J Construct Steel Res,1991

2. Leon RT, Shin KJ. Seismic performance of semi-rigid composite frames. In: Proc 5th US Nat Conf on Earthquake Eng, vol. 1. Oakland: EERI, 1995:243–52.

3. Bulent A, Shen J. Seismic performance of steel moment frames with different connections. In: Proc 7th Nat Conf on Earthquake Eng. (Montreal, Canada): Canadian Association for Earthquake Engineering, 1995.

4. Shen J, Bulent A. Effect of interior non-rigid frames on seismic performance of steel buildings. Eng Struct—J Earthquake, Wind, Ocean Eng, submitted for publication.

5. Harper WL, Bradburn JH, Dickerson JR, Radziminski JB. Static and cyclic behavior of semi-rigid bolted and welded beam–column connections. Columbia (SC): Structural Research Studies, Department of Civil Engineering, University of South Carolina, 1990.

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