《Tab.3Comparison of peak values in relative displacement time-history curves》
It can be seen from Tab.3 that the peak-value differences between the experiment and the simulation are less than an acceptable level of 15%.This means that the proposed simplified model can be used to simulate the relative displacement of FPB under dynamic loading.
图表编号 | XD0015632000 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) |
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