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因为近些年来地震灾害事故的影响,在当下的高层建筑施工,尤为看中高层建筑结构抗震设计,为了提升高层建筑的抗震性能,如今的高层建筑结构也逐渐向着体型复杂化、功能多样化的方向发展,而且带有转换层的高层建筑得到了大量应用。因为梁式转换具有受力点明确、传力途径清晰且构造简单的优势,成为高层建筑结构抗震设计中应用最为广泛的转换层模式。基于此,本文就以梁式转换复杂高层建筑结构抗震设计研究为课题,对其进行系统化的阐述。
Because of the impact of earthquake disasters in recent years, the current high-rise building construction, especially in the high-rise building seismic design, in order to enhance the seismic performance of high-rise buildings, today’s high-rise building structure is gradually toward the body size is complicated and diversified functions The direction of development, but also with a conversion layer of high-rise buildings have been widely used. Because the beam transformation has the advantages of definite force point, clear transmission force path and simple structure, it becomes the most widely used transition mode in the seismic design of tall buildings. Based on this, this dissertation focuses on the aseismic design of complex high-rise building with beam conversion, and systematically expounds it.