DISCUSSIONS AND CLOSURES
Feb 1, 2000
Closure to “Inelastic Behavior and Design of Steel Panel Zones” by Sherif El‐Tawil, Egill Vidarsson, Tameka Mikesell, and Sashi K. Kunnath
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VIEW THE ORIGINAL ARTICLEAuthors: Sherif El‐Tawil, Associate Member, ASCE, Egill Vidarsson, Tameka Mikesell, and Sashi K. Kunnath, Associate Member, ASCEAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 126, Issue 2
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References
1.
AISC. (1997). Seismic provisions for structural steel buildings. American Institute of Steel Construction, Chicago.
2.
Chi, W., El‐Tawil, S., Deierlein, G. G., and Abel, J. F. (1998). “Inelastic Analyses of a 17 Story Framed Building Damaged During Northridge.” Engrg. Struct., 20(4–6), 481–495.
3.
Tsai, K., and Popov, E. P. (1988). “Steel beam‐column joints in seismic moment resisting frames.” Rep. No. UCB/EERC‐88/19, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
4.
UBC. (1988). Uniform building code. International Conference of Building Officials, Whittier, Calif.
5.
Wang, S. (1988). “Seismic response of steel building frames with inelastic joint deformation.” PhD dissertation, Lehigh University, Bethlehem, Pa.
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Copyright © 2000 ASCE.
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Published online: Feb 1, 2000
Published in print: Feb 2000
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Authors
Affiliations
Sherif El‐Tawil, Associate Member, ASCE
Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Central Florida, Orlando, FL 32816.
Egill Vidarsson
Almenna Consulting LTD, Fellsmuli 26, 108 Reykjavik, Iceland; formerly, Res. Asst., Univ. of Central Florida, Orlando, FL.
Tameka Mikesell
Struct. Engr., Black and Veatch, Aurora, CO 80014; formerly, Res. Asst., Univ. of Central Florida, Orlando, FL.
Sashi K. Kunnath, Associate Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Central Florida, Orlando, FL.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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