Transcript Integration of CI and Traditional Research Methodologies

Clemson
University
Integration of CI and Traditional
Research Methodologies
Telepresence
and
Hybrid Testing Technologies
Patrick J. Fortney
Clemson University
Civil engineering
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Clemson
Telepresence
University
From the perspective of structural engineering experimental
research, education, and outreach
Desired Technology
Webcast capabilities
Remote viewer access
User controls for camera manipulation
Zoom
Pan
Graphical representation of live data capture
Remote viewer has options to view multiple graphical
representations – predetermined by researcher
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Clemson
Telepresence
University
WiSER Facilities Telepresence Page
Load Wall Rotation
FCB-1 Test (70% fuse)
1.25
Strain – Displacement
Channel –N1
Rotation (10-3 rads)
1.00
Camera A1
0.75
0.50
0.25
0.00
-0.25
-0.50
-0.75
Tilt-Meter
-1.00
W-Pots
-1.25
0
50 100 150 200 250 300 350 400 450 500 550 600 650 700
Time (min)
900
Specimen 1
800
Specimen 2
Energy – Displacement
Channel – N2
Specimen 3
700
Stiffness (kip/in)
Camera A2
Specimen 4
600
500
400
300
200
100
0
0.0
1.0
2.0
3.0
4.0
Shear Angle (%)
Camera A3
Force – Displacement
Channel – N3
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Zoom
Telepresence
Pan
Live Camera – A1
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Clemson
University
Clemson
Telepresence
University
WiSER Facilities Telepresence Page
Load Wall Rotation
FCB-1 Test (70% fuse)
1.25
Strain – Displacement
Channel – N1
Rotation (10-3 rads)
1.00
Camera A1
0.75
0.50
0.25
0.00
-0.25
-0.50
-0.75
Tilt-Meter
-1.00
W-Pots
-1.25
0
50 100 150 200 250 300 350 400 450 500 550 600 650 700
Time (min)
900
Specimen 1
800
Specimen 2
Energy – Displacement
Channel – N2
Specimen 3
700
Stiffness (kip/in)
Camera A2
Specimen 4
600
500
400
300
200
100
0
0.0
1.0
2.0
3.0
4.0
Shear Angle (%)
Camera A3
Force – Displacement
Channel – N3
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
University
Zoom
Telepresence
Clemson
Pan
Live Camera – A1
Live Data – Ch. N3
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Clemson
Hybrid Testing
University
Fundamental Structural Design Philosophy
  D   C
Demand  Capacity
WiSER Research Complex
Wind Tunnel
Demand
WESL Building
Capacity
Large-Scale Test Platform
Capacity
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Hybrid Testing
Wind Tunnel Model
Measures Externally
Applied Pressures
Numerical Engine
Clemson
University
Large-Scale Platform
Full-Scale Subassemblages
Driven by Internal Response
of Component Test
WESL
Component Testing Applied Load
History Driven by numerical Engine
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
Clemson
Potential Clients
•Experimental researchers
•Analytical researchers
•Practicing engineers
•Educators
•General public
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
University
Clemson
Collaboration Partners
In no particular order:
•Computer Networking Technologies
•Communication and Data Technologies
•Cyber Infrastructure Technologies
•Computer Science Technologies
•Web Technologies
•Civil Engineering Infrastructure Technologies
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634
University
Clemson
University
Integration of CI and Traditional Research
Methodologies
Telepresence
and
Hybrid Testing Technologies
QUESTIONS
Patrick J. Fortney
Clemson University
Civil engineering
Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634