1. Cyclic Instability of Steel Moment Connections with Reduced Beam Sections;Uang,1999
2. New idea for safe structures in seismic zones;Plumier,1990
3. Seismic behavior of a new reduced beam section connection by drilled holes arrangement (RBS_DHA) on the beam flanges through experimental studies;Vetr,2012
4. A FE parametric study of RWS beam-to-column bolted connections with cellular beams;Tsavdaridis;J. Constr. Steel Res.,2016
5. Seismic performance of the Accordion-Web RBS connection;Mirghaderi;J. Constr. Steel Res.,2010