Behavior of Ductile SMRFs at Various Seismic Hazard Levels

Author:

Gupta Akshay,Krawinkler Helmut

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference11 articles.

1. Gupta A. and Krawinkler H. (1999). “Seismic demands for performance evaluation of steel moment resisting frame structures.” John A. Blume Earthquake Engrg. Ctr. Rep. No. 132 Dept. of Civ. Engrg. Stanford University Stanford Calif.

2. Dynamic P-Delta Effects for Flexible Inelastic Steel Structures

3. “Interim guidelines: Evaluation repair modification and design of welded steel moment frame structures.” (1995). FEMA 267 Federal Emergency Management Agency Building Seismic Safety Council Washington D.C.

4. Krawinkler H. (1978). “Shear design of steel frame joints.” AISC Engrg. J. 15(3).

5. Krawinkler H. and Seneviratna G. D. P. K. (1998). “Pros and cons of a pushover analysis for seismic performance evaluation.” J. Engrg. Struct. 20(4–6) 452–464.

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