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本文根据《高层建筑钢筋混凝土结构技术规程》(JGJ3-2002)中的相关规定, 结合工程实际对在 PKPM 中如何实现短肢剪力墙的输入及其计算结果进行分析.
In this paper, based on the relevant provisions in “Technical Specification for Reinforced Concrete Structures of High-Rise Buildings” (JGJ3-2002), combined with actual engineering, how to achieve the input of short-limb shear walls in PKPM and its calculation results are analyzed.