Xiao Shuoting, Fomin Nikita Igorevich
Institute of Civil Engineering and Architecture, Ural Federal University, 620002, Ekaterinburg, St. Mira19, Russia.
Heliyon. 2024 Aug 9;10(16):e35886. doi: 10.1016/j.heliyon.2024.e35886. eCollection 2024 Aug 30.
Precast reinforcement concrete (RC) structures have attracted increasing attention in the global construction industry. They offer advantages such as reduced construction time, improved quality, and sustainability. However, their seismic performance and construction pose unique challenges. This study comprehensively reviewed and systematically analyzed the nodal connection techniques of RC precast structures. Using a data-driven approach combining quantitative and qualitative analyses, relevant literature was collected from the Web of Science database based on specific search criteria. Historical and recent trends in the scientific landscape were visualized, and citation networks were analyzed. In addition, the study reviewed different types of beam-column connections, which is a significant research focus. The results indicate that although various types of nodal connections demonstrate good seismic performance in experiments, they still face challenges of complexity and long-term maintenance in actual construction.
预制钢筋混凝土(RC)结构在全球建筑业中受到越来越多的关注。它们具有诸如缩短施工时间、提高质量和可持续性等优点。然而,它们的抗震性能和施工带来了独特的挑战。本研究全面回顾并系统分析了RC预制结构的节点连接技术。采用定量与定性分析相结合的数据驱动方法,基于特定搜索标准从科学网数据库收集相关文献。可视化了科学领域的历史和近期趋势,并分析了引文网络。此外,该研究回顾了不同类型的梁柱连接,这是一个重要的研究重点。结果表明,尽管各种类型的节点连接在试验中表现出良好的抗震性能,但在实际施工中仍面临复杂性和长期维护的挑战。