This article presents a literature review of existing research on the strong column–weak beam design philosophy, which has been widely adopted in the seismic design of frame structures. A comprehensive review of this design philosophy, including its concept and research history, especially factors affecting the accurate calculation of the flexural capacity of beams ∑ M B and the determination of the column-to-beam flexural strength ratio η C , is presented first. The development of design provisions of four representative countries for this design philosophy is also reviewed. The implementation of strong column–weak beam hierarchy in real structural design is then discussed, and existing problems are pointed out. Finally, different techniques for the seismic retrofit of existing reinforced concrete frames are reviewed.

中文翻译：

---

钢筋混凝土框架结构强柱弱梁设计理念：文献综述

本文对现有的强柱弱梁设计理念进行了文献综述，该理念已广泛应用于框架结构的抗震设计中。首先对该设计理念进行了全面回顾，包括其概念和研究历史，特别是影响梁抗弯承载力∑ MB 的准确计算和柱梁抗弯强度比η C 确定的因素。还回顾了四个具有代表性的国家为这一设计理念制定的设计规定。然后讨论了强柱弱梁层次结构在实际结构设计中的实现，并指出了存在的问题。最后，回顾了现有钢筋混凝土框架抗震改造的不同技术。