ACI ITG-4.3R介绍了使用高强混凝土进行抗震设计的文献综述。本文件以章节的形式组织，阐述了柱、梁、梁柱接头和由高强度混凝土制成的结构墙的结构设计，并侧重于与抗震设计最相关的方面。根据文献综述的结果，每章最后都对ACI 318-05进行了一系列建议的修改。建议包括修改等效矩形应力块的建议、计算承受同心荷载的柱的轴向强度的方程式、柱约束要求、约束钢筋的规定屈服强度限制、支柱系数，以及直钢筋和弯钩的开发规定。

ACI ITG-4.3R presents a literature review on seismic design using high-strength concrete. The document is organized in chapters addressing the structural design of columns, beams, beam-column joints, and structural walls made with high-strength concrete, and focuses on aspects most relevant for seismic design. Each chapter concludes with a series of recommended modifications to ACI 318-05 based on the findings of the literature review. The recommendations include proposals for the modification of the equivalent rectangular stress block, equations to calculate the axial strength of columns subjected to concentric loading, column confinement requirements, limits on the specified yield strength of confinement reinforcement, strut factors, and provisions for the development of straight bars and hooks.