《Tab.4Comparison of peak values in horizontal acceleration time-history curves》
As can be seen from Fig.12,the overall trend of the experimental values and the simulated values are in good agreement except for some extreme points,As shown in Tab.4,the differences of the peak values between the test and the simulation are very small and the error is within10%.This proves that the proposed simplified model can be used to simulate the horizontal acceleration responses of FPB under dynamic load excitation with reasonable accuracy.
图表编号 | XD0015632200 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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