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高强度螺栓抗剪连接作为钢结构连接的一种有效方法得到了广泛的应用,而各国规范对高强度螺栓抗剪连接设计方法的规定有所差异。尤其是随着高强度钢材在实际工程中的推广和应用,各国规范规定的适用性有待进行深入探讨。本文对中国钢结构设计规范GB50017-2003、欧洲钢结构设计规范Eurocode 3、美国钢结构设计规范ANSI/AISC360-05、英国钢结构设计规范BS5950和澳大利亚钢结构设计规范AS4100中高强度螺栓抗剪连接设计方法进行对比,其中包括承压型连接和摩擦型连接,并给出了相关实例计算。
High-strength bolt shear connection as an effective method of steel structure connection has been widely used, and national norms on the design method of high-strength bolt shear connection provisions are different. Especially with the promotion and application of high-strength steel in practical engineering, the applicability of the normative provisions in various countries needs to be further explored. In this paper, the Chinese steel structure design specifications GB50017-2003, the European steel structure design code Eurocode 3, the United States steel structure design specifications ANSI / AISC360-05, the British steel structure design specification BS5950 and the Australian steel structure design specification AS4100 high strength bolt shear connection design Methods, including pressure-type connection and friction-type connection, and gives examples of related calculations.