Dynamic characterization of a 3-D full scale steel-concrete ...

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C6. SHT file type:• the time history of the load cell is reported in [N] in the first column• the time history of the accelerometers 1, 2,. …, n is reported in [m/s 2 ] from the second to the last columnExample of the file with 6 accelerometers (cut after the first five lines of data):Ecoleader HPR-CT-1999-00059INTERVAL 0.001250DATES 04/06/2003TIME 16.59.18DATE-83.229759 0.026075 0,020893 -0.010559 0,001643 0.013537 -0.004601-83.229759 0.025489 0.020590 -0.009938 0.001315 0.013222 -0.004272-87.391246 0.023145 0.018773 -0.010249 0.001972 0.011018 -0.004272-83.229759 0.024903 0.020287 -0.010870 0.002958 0.016055 -0.003944-84.616921 0.024317 0.019682 -0.010249 0.002629 0.013537 -0.004601Detailed explanation of data values:Ecoleader HPR-CT-1999-00059 denomination of the testINTERVAL 0.001250 temporal interval of sampling [s]DATE 04/06/2003 date of the testTIME 16.59.18 hour of the testDATA test dataTime Load [N] Acc. 1 [m/s 2 ] Acc. 2 Acc. 3 Acc. 4 Acc. 5 Acc. 6 [m/s 2 ]0 -83.229759 0.026075 0.020893 -0.010559 0.001643 0.013537 -0.0046011 interval -83.229759 0.025489 0.020590 -0.009938 0.001315 0.013222 -0.0042722·interval -87.391246 0.023145 0.018773 -0.010249 0.001972 0.011018 -0.0042723·interval -83.229759 0.024903 0.020287 -0.010870 0.002958 0.016055 -0.0039444·interval -84.616921 0.024317 0.019682 -0.010249 0.002629 0.013537 -0.004601C-4
C7. AVT file type:• the time history of the accelerometers 1,.2,. …, n in [m/s 2 ] is reported from the second to the n+1 columnExample of file with 6 accelerometers (cut after the first five lines of data):Ecoleader HPR-CT-1999-00059INTERVAL 0.001250DATE 04/06/2003TIME 15.07.29DATA0.005429 0.004472 -0.001969 0.001216 0.000387 -0.0013770.004184 0.00536 -0.003652 0.002011 0.002349 -0.0008840.00382 0.00139 -0.002528 0.00256 0.004316 0.0003220.006838 0.004521 -0.002733 0.000532 0.002421 -0.0028760.003776 0.00489 -0.002624 0.001512 0.003765 -0.00188Detailed explanation of data values:Ecoleader HPR-CT-1999-00059denomination of the testINTERVAL 0.001250 temporal interval of sampling [ s ]DATE 04/06/2003 date of the testTIME 15.07.29 hour of the testDATA test dataTime Acc. Acc. 2 Acc. 3 Acc. 4 Acc. 5 Acc. 6 [m/s 2 ]O 0.005429 0.004472 -0.001969 0.001216 0.000387 -0.0013771 interval 0.004184 0.00536 -0.003652 0.002011 0.002349 -0.0008842·interval 0.00382 0.00139 -0.002528 0.00256 0.004316 0.0003223·interval 0.006838 0.004521 -0.002733 0.000532 0.002421 -0.0028764·interval 0.003776 0.00489 -0.002624 0.001512 0.003765 -0.00188C-5
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Institute for the Protection and th
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ECSC project 7210-PR-250Applicabili
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Main moment resisting framesSeconda
Page 20 and 21: d1TOP STOREYd1A1Y1A2X1ShakerHammerD
Page 22 and 23: 4.2 Local configurations4.2.1 Model
Page 24: c,tspspb,lb,rspc,bFigure 11. Kinema
Page 27 and 28: 4.2.3. Forcing and recorded dataBot
Page 29 and 30: Figure 18. Sledge hammer PCB 086C50
Page 31 and 32: Figure 20. Accelerometer PCB mod. 3
Page 33: 6 ConclusionsThis report has descri
Page 36 and 37: A-2
Page 38 and 39: 935SHAKERHAMMER TEST+7000Detail DA3
Page 40 and 41: Detail C+7000A2A135007000+3500A5A43
Page 42 and 43: FRONTAL VIEWFRONTAL VIEW1 2 3400 50
Page 44 and 45: CONNECTIONS OF ACCELEROMETERSScale
Page 46 and 47: TYPE 31080405060552030INSTRUMENTATI
Page 48 and 49: Detail C+7000Detail FB13B14B23B6Det
Page 50 and 51: 1 2 3400 5000 7000400700CC3000FRAME
Page 52 and 53: CONNECTIONS OF ACCELEROMETERSTYPE 1
Page 54 and 55: 55INSTRUMENTATION LAYOUT - DETAILSc
Page 56 and 57: Detail FC19C13C14C67000305027603500
Page 58 and 59: 1 2 3400 5000 7000400700CC3000C20FR
Page 60 and 61: CONNECTIONS OF ACCELEROMETERSTYPE 1
Page 62 and 63: A-28
Page 64 and 65: B-2
Page 66 and 67: the accelerometer placed along the
Page 70 and 71: C8. FVT file type:• the time hist
Page 72 and 73: C10. SST .ph file type:• the peak
Page 74: C12. FRF-SST.ph file type:• the p
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