《Tab.2 Loading conditions of the shaking table tests》
Three different earthquake motions,i.e.,Kobe,Trinidad and Sakaria w aves,w ere selected in the tests.The peak acceleration of each w ave w as set to be 0.15g,0.20g and 0.25g.In addition,w hite noise tests w ere carried out to sw eep the isolated structure to check w hether the mechanics and bearing capacity of the isolated structure w ere in good condition or not.Therefore,in total,eleven loading conditions w ere adopted during the tests,as show n in Tab.2.
图表编号 | XD0015631800 严禁用于非法目的 |
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绘制时间 | 2018.12.01 |
作者 | 王燕华、冯岩、吴京 |
绘制单位 | 东南大学混凝土及预应力混凝土结构教育部重点实验室、东南大学混凝土及预应力混凝土结构教育部重点实验室、东南大学混凝土及预应力混凝土结构教育部重点实验室 |
更多格式 | 高清、无水印(增值服务) |