Laboratory and ultra-low cycle fatigue evaluation of the seismic performance of BFP connection with different amounts of pre-tension in bolts

Author:

Noferesti Hamed,Razmkhah Mohammad Hossein,Gerami Mohsen

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. Inelastic behavior of bolted flange plate connections;Schneider;J. Struct. Eng.,2002

2. Connection performance for seismic design of steel moment frames;Roeder;J. Struct. Eng.,2002

3. Prequalified connections for special and intermediate steel moment frames for seismic applications, ANSI/AISC 358-05;Hamburger,2006

4. Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings;FEMA-351,2000

5. Experimental assessment of the ductility of extended end plate connections;Coelho;Eng. Struct.,2004

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