Seismic Response of Steel SMFs Subjected to Vertical Components of Far- and Near-Field Earthquakes with Forward Directivity Effects

<div>The Modified Ibarra-Medina-Krawinkler Deterioration Model [<a href="/journals/ace/2019/2647387/#B22">22</a>].</div>

Advances in Civil Engineering

Figure 3: Seismic Response of Steel SMFs Subjected to Vertical Components of Far- and Near-Field Earthquakes with Forward Directivity Effects 