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Impact Of Bi-Directional Loading On The Seismic Performance Of C-Shaped Piers Of Core Walls, Anahid A. Behrouzi, Andrew W. Mock, Dawn E. Lehman, Laura N. Lowes, Daniel A. Kuchma
Impact Of Bi-Directional Loading On The Seismic Performance Of C-Shaped Piers Of Core Walls, Anahid A. Behrouzi, Andrew W. Mock, Dawn E. Lehman, Laura N. Lowes, Daniel A. Kuchma
Architectural Engineering
Reinforced concrete structural walls are commonly used as the primary lateral load resisting system in modern buildings constructed in high seismic regions. Most walls in high-rise buildings are C-shaped to accommodate elevators or other architectural features. C-shaped walls have complex loading and response including: (1) symmetric response in the direction of the web, (2) asymmetric response in the direction of the flange and (3) high compression and shear demands when used as a pier in a coupled-wall configuration. A research study was conducted on C-shaped walls tested under (1) uni-directional and (2) bi-directional loading of an isolated walls and (3) …