Impact of bi-directional loading on the seismic performance of C-shaped piers of core walls - Behrouzi, Anahid A.; Mock, Andrew W.; Lehman, Dawn E.; Lowes, Laura N.; Kuchma, Daniel A. (Engineering structures, 2020)
Keywords: Bi-directional loading; Boundary element method; Buckling; Buildings; C-shaped walls; Compression; Concrete; Core wall; Coupled walls; Cracking (fracturing); Drift; Earthquake damage; Elevators; Flanges; Flexing; Fracture mechanics; High rise buildings; Large-scale laboratory tests; Lateral loads; Low cycle fatigue; Mathematical analysis; Piers; Reinforced concrete; Reinforcing steels; Seismic activity; Seismic performance; Seismic response; Spalling; Stiffness; Walls; Webs; Bi-directional loading; Large-scale laboratory tests; Core wall; Seismic performance; Reinforced concrete; C-shaped walls