摘要
文章着重介绍了某高地震烈度区轨道交通高架段(59+100+57)m曲线连续刚构的设计,包括结构尺寸拟定、静力计算、动力计算等。
This paper focuses on the design of the(59+100+57)m-curve continuous rigid frame of the elevated section of rail transit in the high seismic intensity area,including the structure size,static calculation and dynamic calculation.
出处
《科技创新与应用》
2019年第36期86-87,共2页
Technology Innovation and Application
关键词
高烈度
曲线
连续刚构
预应力
high earthquake intensity
curve
continuous rigid frame
prestressing force
