Solutions to Various Reinforced Concrete Beam-Column Problems,

摘要

The column curvature curve concept,developed recently for the in-plane behavior of steel beam-columns,is applied herein to the solution of various reinforced concrete beam-column problems. Interaction curves relating thrust, slenderness ratios,eccentricity ratios,and/or lateral load for the maximum load carrying capacity of the reinforced concrete beam-columns are presented.