Seismic Behavior of 3D Steel Moment Frame with Biaxial Columns

Author:

MacRae Gregory A.123,Tagawa Hiroyuki123

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA 98195-2700.

3. Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA 98195-2700.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference20 articles.

1. American Institute for Steel Construction (AISC). ( 1994). AISC-LRFD manual of steel construction Chicago.

2. Chen W. F. and Atsuta T. ( 1977). Theory of beam columns McGraw-Hill New York.

3. Clough R. and Penzien J. ( 1993). Dynamics of structures 2nd Ed. McGraw-Hill New York.

4. Fernandez-Davila I. Cominetti S. and Cruz E. F. ( 2000). “Considering the bi-directional effects and the seismic angle variations in building design.” Paper 0435 12th World Conference on Earthquake Engineering Auckland New Zealand.

5. Federal Emergency Management Agency (FEMA). ( 1998). NEHRP recommended provisions for seismic regulations for new buildings 1997 edition Washington D.C.

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