Elastic drift amplification factor in steel moment frames with double reduced beam section (DRBS) connections

Author:

Fanaie Nader,Nadalipour Zahra,Sarkhosh Omid SepasgozarORCID,Safaei Faegh Shervin

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference22 articles.

1. Cyclic performance of steel moment-resisting connections with reduced beam sections - experimental analysis and finite element model simulation;Pachoumis;Eng. Struct.,2010

2. Performance assessment of steel moment connections retrofitted with various reduced section patterns;Sivandi-Pour;Civ. Environ. Eng. Rep.,2019

3. Analytical study on new types of reduced beam section moment connections affecting cyclic behavior;Rahnavard;Case Stud. Struct. Eng.,2015

4. New idea for safe structures in seismic zones;Plumier,1990

5. Ductile steel beam-to-column connections for seismic resistance;Chen;J. Struct. Eng.,1996

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