摘要
对高层钢筋混凝土框架结构基本自振周期的估算方法进行了探讨,建立了计算更简便、平均误差更小的估算公式。
It was discussed the method of the estimation on essential nature vibration period of reinforced concrete frame structure of high-rise construction, and was established the formulas having simpler calculation and lesser average discrepancy between actual value and the estimated one.
出处
《工业建筑》
CSCD
北大核心
2008年第10期57-60,共4页
Industrial Construction
关键词
高层钢筋混凝土框架结构
自振周期
估算
reinforced concrete frame structure of high-rise construction nature vibration period estimation
