随着社会经济的繁荣,我国高层建筑发展迅速,地震是影响基础设施的重大自然灾害,在中国大多数建筑结构通常是由低到中高层的钢筋混凝土框架结构。为了可以更加有效的提高建筑结构抗震性的构造延性,应该针对结构抗震理念的设计予以进一步的加强。本文从几个方面对钢筋混凝土高层框架结构抗震性能研究进行了详细论述。 With the social and economic prosperity, the rapid development of high-rise buildings in our country, the earthquake is a major natural disaster affecting the infrastructure, most of the buildings in China are usually from low to high-rise reinforced concrete frame structure. In order to more effectively improve the structural ductility of the seismic response of the building structure, the design of the seismic design of the structure should be further strengthened. In this paper, several aspects of the seismic behavior of reinforced concrete high-rise frame structures are discussed in detail.