Jianzhu Gangjiegou Jinzhan型钢混凝土（steel reinforced concrete，SRC）柱因承载力高、刚度大和耐久性能好等优点而被广泛应用于高层结构中。然而，现阶段SRC结构设计普遍基于承载力设计法，基于性能的抗震设计法在SRC结构方面的应用仍待完善。作为基于性能（位移）的抗震设计方法中最重要的一环，现阶段SRC构件的侧力-位移关系评估缺乏规范指导。基于美国现行规范ASCE/SEI 41-17中针对钢筋混凝土构件的相关规定，结合SRC构件的受力与变形特征，提出了发生弯曲破坏的SRC柱在地震作用下的侧力-位移曲线建模方法。
尚崇新, 薛亦聪, 杨勇, 于云龙
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