Vertical Load Carrying System | Steel Moment Resisting framed columns |
Lateral Force Resisting System | Steel Moment Resisting Frame with 14.6m x 14.6m center steel shear-walled core |
Foundation Type | No piles, 1.52m thick reinforced concrete perimeter mat interconnected with grade beams |
Remarks | Information as published from the following reference: Çelebi, M. (2006). Recorded earthquake responses from the integrated seismic monitoring network of the Atwood Building, Anchorage, Alaska, Earthquake Spectra, 22(4), 847-864. Also see videos at: https://www.youtube.com/watch?v=Nt0m5JWa62w as visualization of shaking during 2016 Iniskin EQ and https://youtu.be/9MlvLdnwLY4 as visualization of shaking during 2018 Anchorage EQ. |