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

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Page 5: Institute for the Protection and th
Page 9: ECSC project 7210-PR-250Applicabili
Page 14: 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 68 and 69:
C6. SHT file type:• the time hist
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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