2015
DOI: 10.1590/1679-78251286
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Abstract: The performance of two different steel beam to column connections known as SidePlateTM and a new proposed connection by seismic loading and progressive collapse were investigated in this research. Seismic performance evaluated included consideration of interstory drift angles and flexural strengths based on 2010 AISC Seismic Provisions while investigation of progressive collapse was conducted through satisfaction of acceptance criteria by rotational capacities of the connections provided in UFC 4-023-03 guidel… Show more

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“…In the numerical simulation, cracks on the dampers were not modeled. This method was used by many researchers such as Pachoumis et al 2010 andFaridmehr et al 2015 . They modeled connections and materials behavior for large strains.…”
Section: Verification Of Numerical Modelmentioning
confidence: 99%
“…In the numerical simulation, cracks on the dampers were not modeled. This method was used by many researchers such as Pachoumis et al 2010 andFaridmehr et al 2015 . They modeled connections and materials behavior for large strains.…”
Section: Verification Of Numerical Modelmentioning
confidence: 99%