摘要
底层框架砖房现有的自振周期经验公式计算值偏差较大,通过对12个工程算例自振周期的计算分析,文章提出了底层框架砖房(包括7层超限底层框架砖房)自振周期的实用计算公式。
The original empirical formula of vibration period about masonry structure supported by frame has considerable deflection. Through the calculation and analysis on the vibration period of twelve examples, this dissertation put forward a new formula about the vibration period of the masonry structure supported by frame （including 7 floors masonry structure supported by frame）.
出处
《江苏建筑》
2006年第4期18-20,30,共4页
Jiangsu Construction
关键词
底层框架砖房
自振周期
Masonry Structure Supported by Frame
Vibration Period
