A phenomenological component-based model to simulate seismic behavior of bolted extended end-plate connections

Author:

Yang PuORCID,Eatherton Matthew R.

Funder

Banker Steel and Applied Bolting Technology

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. FEMA. Quantification of building seismic performance factors, (FEMA P-695). Prepared by applied technology council for the federal emergency management agency, Washington D.C; 2009.

2. FEMA. Seismic performance assessment of buildings, (FEMA P-58-1). Prepared by the applied technology council for the federal emergency management agency, Washington D.C; 2012.

3. ASCE. ASCE/SEI 41-06 seismic rehabilitation of existing buildings. Published by the American Society of Civil Engineers; 2007.

4. Generalised component-based model for beam-to-column connections including axial versus moment interaction;Del Savio;J Constr Steel Res,2009

5. AISC. ANSI/AISC 358-10 prequalified connections for special and intermediate steel moment frames for seismic applications. Published by the American Institute of Steel Construction; 2010.

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