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

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CONNECTIONS OF ACCELEROMETERSTYPE 1Hole for PCB 393CHole for PCB B12A4030Scale 1:10BA200200100555100R5Section A-A100Section B-BConnection by welding or glueBTYPE 2Hole for PCB 393CHole for PCB B12302060106010TYPE 3Connection by welding or glueConnection by welding or glue80504010080100100ACCELEROMETER POSISTIONINGPOSITION TYPEC1 PCB 393CC2 PCB 393CC3 PCB B12C4 PCB B12C5 PCB 393CC6 PCB 393CC7 PCB 393CC8 PCB 393CC9 PCB 393CC10 PCB 393CC11 PCB B12POSITION TYPEC12 PCB B12C13 PCB 393CC14 PCB 393CC15 PCB B12C16 PCB B12C17 PCB 393CC18 PCB 393CC19 PCB 393CC20 PCB 393CC21 PCB 393CC22 PCB 393CA-26
LEGENDC- Accelerometer positionImpact force by SledgehammerSinusoidal force by Electromagnetic shakerUniversity of PisaDEPARTMENT OFSTRUCTURAL ENGINEERELSAEuropean Laboratory forStructural AssessmentUniversity of TrentoDEPARTMENT OF MECHANICALAND STRUCTURAL ENGINEERDYNAMIC CHARACTERIZATION OF A 3D FULL-SCALESTEEL-CONCRETE COMPOSITE BUILDING AT ELSAECOLEADER: "Cyclic and PsD testing of a 3D steel-concrete composite frame",ECSC project 7210-PR-250: "Applicability of composite structures to sway frames"A-27
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 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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