Cover-Plate and Flange-Plate Steel Moment-Resisting Connections

Author:

Kim T.1,Whittaker A. S.2,Gilani A. S. J.3,Bertero V. V.4,Takhirov S. M.5

Affiliation:

1. Graduate Student Researcher, Dept. of Civil Engineering, Univ. of California, Berkeley, CA 94720.

2. Associate Professor, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, 230 Ketter Hall, Buffalo, NY 14260.

3. Research Engineer, Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, 1301 South 46th Street, Richmond, CA 94804.

4. Emeritus Professor, Dept. of Civil Engineering, Univ. of California, Berkeley, CA 94720.

5. Visiting Scholar, Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, 1301 South 46th Street, Richmond, CA 94804.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. AISC. (1997). Seismic provisions for structural steel buildings AISC Publication No. S341 Chicago.

2. El-Tawil S. Mikesell T. Vidarsson E. and Kunnath S. (1998). “Strength and ductility of FR welded-bolted connections.” SAC Rep. No. 98-01 SAC Joint Venture Sacramento Calif.

3. FEMA. (1995a). “Interim guidelines: Evaluation repair modification and design of welded steel moment frame structures.” Rep. No. 267 Washington D.C.

4. FEMA. (1995b). “Interim guidelines: Advisory no. 1 supplement to FEMA-267.” Rep. No. 267A Washington D.C.

5. On the mechanisms of ductile failure in high-strength steels subjected to multi-axial stress-states

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