Implications of design philosophies for seismic response of steel moment frames-Reference-Cited by-同舟云学术

Implications of design philosophies for seismic response of steel moment frames

Published:1995-01 Issue:1 Volume:24 Page:127-143
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Osman Ashraf,Ghobarah A.,Korol R. M.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. and , ‘Hysteretic behaviour of steel columns’, Proc. U.S. natl. conf. earthquake eng., Ann Arbor, Michigan, 1975, pp. 245–254.

2. Beam-Column Subassemblages Under Repeated Loading

3. and , ‘Steel beam-column joints in seismic moment resisting frames’, Report No. EERC 88–19, Earthquake Eng. Res. Center, University of California, Berkeley, CA, 1988.

4. Cyclic Behavior of Extended End‐Plate Joints

5. CAN3-S16.1-M89, ‘Steel structures for buildings—limit state design’, Canadian Standards Association, Rexdale, Ontario, Canada, 1989.

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