摘要
通过对框剪结构的受力分析 ,提出了抗震概念设计的一般原则 ,并针对框剪结构提出了诸多改善抗震性能的措施和设计方法。
Based on the seismic analysis of the frame shear structure, the general seismic design principle is presented, and some methods that improve seismic characteristic of the frame-shear structure are proposed.
出处
《江苏广播电视大学学报》
2001年第6期47-49,65,共4页
Journal of Jiangsu Radio & Television University