Steel Beam-Column Connections Using Shape Memory Alloys

Author:

Ocel Justin1,DesRoches Reginald2,Leon Roberto T.3,Hess W. Gregory4,Krumme Robert5,Hayes Jack R.6,Sweeney Steve6

Affiliation:

1. PhD Candidate, Univ. of Minnesota, 500 Pillsbury Dr. SE, Minneapolis, MN 55455.

2. Assistant Professor, Georgia Institute of Technology, Atlanta, GA 30318.

3. Professor, Georgia Institute of Technology, Atlanta, GA 30318.

4. KPFF Consulting Engineers, 1201 Third Ave., Suite 900, Seattle, WA 98101.

5. Managing Partner, E*Sorbs Systems, Berkeley, CA 94708.

6. Seismic & Structural Engineering Group, CERL, U.S. Army Research and Development Center, 2902 Newmark Dr., Champaign, IL 61822-1076.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference25 articles.

1. Active vibration control of flexible beams using shape memory actuators

2. Brailovski V. Trochu F. and Leboeuf A. (1997). “Design of shape memory linear actuators.” Proc. SMTS Conf. Asilomar Calif.

3. Cardone D. Dolce M. and Marnetto R. (1999). “Devices based on nickel-titanium alloys for the seismic protection of civil structures.” SMST-99 Proc. 1st European Conf. on Shape Memory and Superelastic Technologies Antwerp Zoo Belgium.

4. Croci G. (2001). “Strengthening of the basilica of St. Francis of Assisi after the September 1997 Earthquake.” Structural Engineering Int.

5. Delemont M. (2001). “Seismic retrofit of bridges using shape memory alloys.” MS thesis School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta.

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