Detailing Reinforced Concrete Columns for Seismic Performance
Detailing of the reinforcement concrete columns require special design and detailing considerations if they are to perform adequately in seismic exposure. Code requirements such as those presently in use in the USA provide a good start, but additional considerations are necessary for proper performance. Design related factors include the reserve capacity in columns as affected by recent code changes for non-seismic loading. The effect for unreinforced cover and simulations orthogonal loading. Â Detailing effects evaluated include the need for more ties in the mid-height of columns and providing adequate shear reinforcement from higher than anticipated moments, as well as the need for cyclic laboratory testing to improve understanding of the details of tie reinforcement.
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