Journal of Sensors / 2019 / Article / Tab 3

Research Article

A Deformation Prediction Approach for Supertall Building Using Sensor Monitoring System

Table 3

Comparison table of prediction.

DATEZ [mm]CDBN [mm]RE [%]LM-CDBN [mm]RE [%]ELM [mm]RE [%]UKF-SVR [mm]RE [%]

10-13 08:0036.370035.68691.8836.27440.2634.07536.3136.90761.48
10-13 09:0035.968534.74543.4035.89140.2138.98328.3836.88972.56
10-13 10:0034.102033.05883.0634.05400.1438.079111.6633.53631.66
10-13 11:0034.245032.67504.5834.18120.1934.66371.2230.510510.91
10-13 12:0039.074538.29272.0038.86790.5335.89508.1439.12140.12
10-13 13:0037.147535.93853.2537.01670.3539.58606.5638.70174.18
10-13 14:0037.795036.81892.5837.63170.4336.99232.1234.87037.74
10-13 15:0041.684039.63424.9241.27980.9740.31913.2743.47044.29
10-13 16:0039.122538.35621.9638.89770.5743.484211.1541.11975.10
10-13 17:0040.658039.22253.5340.29300.9044.47039.3837.47637.83
10-13 18:0047.081544.54595.3945.87572.5640.808813.3248.49042.99
10-13 19:0046.397044.82053.4045.32672.3144.69293.6747.75022.92
10-13 20:0047.347045.71683.4446.07232.6948.11021.6147.87731.12
10-13 21:0051.081547.38837.2348.81654.4345.886410.1752.28522.36
10-13 22:0049.547047.01945.1047.75463.6247.77973.5749.29040.52
Mean Relative Error (MRE)[%]3.72--1.34--6.70--3.72

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