Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections

Author:

Lee Kīhak1,Foutch Douglas A.2

Affiliation:

1. Structural Engineer, S.K. Ghosh Associates, 1856 Walters Ave., Ste. 200, Northbrook, IL 60062 (corresponding author).

2. Professor of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Applied Technology Council (ATC). (1995). “A critical review of current approaches to earthquake-resistant design.” Rep. No. ATC-34 Red Wood City Calif.

2. Foutch D. A. (2000). “State of art report on performance prediction and evaluation of moment-resisting steel frame structures.” SAC Rep. No. FEMA 355f Federal Emergency Management Agency Washington D.C.

3. Hamburger R. O. Foutch D. A. and Cornell C. A. (2000). “Performance basis of guidelines for evaluation upgrade and design of moment-resisting steel frames.” Proc. 12th World Conf. in Earthquake Engineering New Zealand Society for Earthquake Engineering Upper Hutt New Zealand Paper Ref. No. 2543 8 pages.

4. Jalayer F. and Cornell C. (1998). “Development of a probability-based demand and capacity factor design seismic format.” SAC Background Document SAC Joint Venture Richmond Calif.

5. Krawinkler H. (2000). “State of art report on systems performance of moment resisting steel frames subject to earthquake ground shaking.” SAC Rep. No. FEMA 355c Federal Emergency Management Agency Washington D.C.

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