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

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CONNECTIONS OF ACCELEROMETERSScale 1:10- TYPE 1Hole for PCB 393CHole for PCB B12A4030BA100200200100Section A-A100Section B-B55B5R5connection by welding or glue- TYPE 2Hole for PCB B12106020306010Connection by welding or glueACCELEROMETER POSITIONINGPOSITION TYPEA1 PCB B12A2 PCB B12A3 PCB B12A4 PCB B12A5 PCB B12A6 PCB B12A7 PCB 393CA8 PCB 393CA9 PCB 393CA10 PCB 393CA11 PCB 393CPOSITION TYPEA12 PCB 393CA13 PCB 393CA14 PCB 393CA15 PCB 393CA16 PCB 393CA17 PCB 393CA18 PCB 393CA19 PCB 393CA20 PCB 393CA21 PCB 393CA22 PCB 393CA-10
LEGENDAA- Accelerometer posistionSinusoidal force by Electromagnetic shakerImpact force by the SledgehammerUniversity 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-11
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 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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