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对部分剪切连接的钢-混凝土组合梁的截面特性进行了全过程分析.同时将计算机分析结果与简单的刚塑性手算方法进行比较,并对部分剪切连接的组合梁的强度和延性进行了探讨.“,”In this paper, a numerical method of analysis has been developed to study the full range of cross-sectional behaviour of composite beams with partial-shear-connection. Comparisons with the simple rigid-plastic method are then given, and the strength and ductility of composite beams with partial-shear-connection are discussed.