Fragility functions for pre-Northridge welded steel moment-resisting beam-to-column connections

Author:

Ramirez Carlos M.,Lignos Dimitrios G.,Miranda Eduardo,Kolios Dimitrios

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. FEMA-350. Recommended seismic design criteria for new steel moment-frame buildings. Prepared by the SAC joint venture for the federal emergency management agency, Washington, DC; 2000.

2. Engelhardt MD, Husain AS. Cyclic tests on large-scale steel moment connections. Phil M. Ferguson Structural Engineering Lab, Department of Civil Engineering/Bureau of Engineering Research, The University of Texas at Austin; 1993.

3. FEMA-355E. State of the art report on past performance of steel moment-frame buildings in earthquakes. Prepared by the SAC joint venture for the federal emergency management agency, Washington, DC; 2000.

4. Aslani H. Probabilistic earthquake loss estimation and loss disaggregation in buildings. Rep. no. 157, The John A. Blume Earthquake Engineering Research Center, Stanford University, Stanford, CA; 2005.

5. Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings;Aslani;J Earthq Eng,2005

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