Decoupling the strength and drift criteria in steel moment‐resisting frames

Author:

Ahlehagh Sanaz1,Mirghaderi Seyed Rasoul1ORCID

Affiliation:

1. School of Civil Engineering, College of Engineering University of Tehran Tehran Iran

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference34 articles.

1. Federal emergency management agency. “State of the art report on past performance of steel moment frame buildings in earthquakes” FEMA 355E Washington D.C.2000.

2. R. O.Hamburger D. A.Foutch C. A.Cornell Performance basis of guidelines for evaluation upgrade and design of moment resisting frames 12WCEE 2000 35 128.

3. A.Gupta H.Krawinkler Seismic demands for performance evaluation of steel moment resisting frame structures John A. Blume Earthquake Engineering Center Report No. 132 1999.

4. R. O.Hamburger H.Krawinkler J. O.Malley S. M.Adan Seismic design of steel special moment frames: a guide for practicing engineers. NEHRP Seismic Design Technical Brief No. 2 National Institute of Standards and Technology NIST GCR 09‐917‐3 2009 35 128.

5. N. F. G.Youssef D.Bonowitz J. L.Gross A survey of steel moment‐resisting frame buildings affected by the 1994 Northridge earthquake Building and Fire Research Laboratory NISTIR 5625 1995.

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