摘要
为分析多高层建筑采用铅芯橡胶垫进行隔震后的结构减震效果,试验对一1:16小比例尺隔震结构模型进行了水平和竖向两向输入地震波的振动台试验;试验中地震波输入和模型结构尺寸采用统一试验相似比设计,以尽可能反应真实隔震结构的动力特性。对模型结构上部加速度和层间位移试验数据进行分析,数据显示隔震结构模型无论加速度还是层间位移反应都得到减小,因此证明该隔震技术对高层建筑同样有较好的减震效果。
For analyzing shaking table of isolated ducted. Ratio similitude reduction vibration effect of high - rise isolated structure with LRB, experimental research on structure model on a scale down of 1:16 in two -direction earthquake wave input been condesign of model and earthquake wave input was unified for reflection dynamical characteristic of actual structure. Earthquake responses of isolated top structure acceleration and interblended displacement been analyzed. Experimental result indicts that isolated top structure acceleration and interblended displacement were reduced. Therefore the isolation technology for high -rise structure also has good reduction vibration effect.
出处
《黑龙江大学自然科学学报》
CAS
北大核心
2007年第4期480-483,489,共5页
Journal of Natural Science of Heilongjiang University
基金
国家自然科学基金资助项目(50678055)
黑龙江省教育厅项目(11511295)
关键词
隔震结构
振动台试验
减震效果
小比例尺
isolated structure
Shaking Table Test
reduction vibration effect
small scale