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

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1 2 3400 5000 7000400700CC3000C20FRAME BBB7400Heigth: + 3500IPE 2403000C22FRAME AA700A128001 2 3A-24FIRST FLOOR
INSTRUMENTATION LAYOUT - DETAILScale 1:20EXTERIOR JOINTEXTERIOR JOINTINTERIOR JOINT164214TYPE 1300300TYPE 2TYPE 2130TYPE 3162202FRAME A - DETAIL AFRAME A - DETAIL BFRAME B - DETAIL CCOLUMN BASEEXTERIOR JOINT212EXTERIOR JOINTTYPE 1TYPE 1TYPE 1 TYPE 1260210164TYPE 3TYPE 1TYPE 3220300300375TYPE 2TYPE 2450TYPE 2725775TYPE 2700650TYPE 3202TYPE 1 TYPE 1TYPE 3TYPE 1 TYPE 1TYPE 3FRAME B - DETAIL DFRAME B - DETAIL EFRAME B - DETAIL FA-25
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 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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Dynamic characterization of a 3-D full scale steel-concrete ...

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