摘要
采用环境脉动法对一栋17层加固后的钢筋混凝土框剪结构的动力特性参数进行了测试分析,并经有限元理论值进行对比,分析评价了结构整体工作性能,可为类似工程提供有益经验。
Using environmental fluctuation method made testing analysis on the dynamic characteristic parameters of reinforced concrete frame shear structure of a 17 layers building after the reinforcement ~ and made comparison through the finite element theoretical value, analyzed and evaluated the structure integral work performance, can provide useful experience for similar engineering.
出处
《山西建筑》
2013年第19期27-28,共2页
Shanxi Architecture
关键词
钢筋混凝土框剪结构
动力特性
测试
整体性
reinforced concrete frame shear structure
dynamic characteristic
testing
integration
