Bolted beam-to-column connection with buckling-restrained round steel bar dampers
Author:
Funder
JSPS KAKENHI
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference24 articles.
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3. An effective component-based method to model semi-rigid connections for the global analysis of steel and composite structures;Bayo;Eng. Struct.,2006
4. Moment–rotation behavior of bolted top–seat angle connections;Pirmoz;J. Constr. Steel Res.,2009
5. Behavior of semi-rigid connections and semi-rigid frames;Daryan;Struct. Design Tall Spec. Build.,2014
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