顶底角钢节点抗震性能有限元分析
Finite Element Analysis of Seismic Performance for Top Bottom Angle Steel Joint
摘要: 为助力装配式建筑实现高质量发展，解决传统现浇梁柱节点施工效率偏低、抗震性能欠佳的问题，本文以加强型顶底角钢(SAS)装配式梁柱节点为研究对象，结合不同加劲肋宽厚比与螺栓孔径设计参数，开展相关有限元模拟与抗震性能研究工作。
Abstract: To promote the high-quality development of prefabricated buildings and address the shortcomings of low construction efficiency and insufficient seismic performance of traditional cast-in-place beam-column joints, this study focuses on stiffened top-and-seat angle (SAS) prefabricated beam-column joints and conducts finite element simulation and performance research based on different stiffener width-thickness ratios and bolt hole diameters.
文章引用：马成浩, 董锦坤. 顶底角钢节点抗震性能有限元分析[J]. 土木工程, 2026, 15(4): 50-57. https://doi.org/10.12677/hjce.2026.154079

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