Seismic Response of Composite Moment-Resisting Connections. II: Behavior

Author:

Hajjar Jerome F.,Leon Roberto T.,Gustafson Michael A.,Shield Carol K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference12 articles.

1. Carlson P. C. Shield C. K. and Hajjar J. F. (1998). “The behavior of earthquake resistant composite steel moment resisting frame connections.” Struct. Engrg. Rep. No. ST 98-4 Department of Civil Engineering University of Minnesota Minneapolis Minn.

2. Fisher J. W. Dexter R. J. and Kaufmann E. J. (1995). “Fracture mechanics of welded structural steel connections.” Internal Rep . Center for Advanced Technology for Large Structural Systems Lehigh University Bethlehem Pa.

3. Goel S. C. Stojadinovic B. and Lee K.H. (1996). “A new look at steel moment connections.” Res. Rep. No. UMCEE 96-19 Department of Civil and Environmental Engineering College of Engineering University of Michigan Ann Arbor Mich.

4. Hajjar J. F. Leon R. T. Gustafson M. A. and Shield C. K. (1998). “Full-scale cyclic experiments of composite moment-resisting frame connections.” Struct. Engrg. Rep. No. ST 98-02 Department of Civil Engineering University of Minnesota Minneapolis Minn.; Rep. No. SEM 98-02 School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta Ga.

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