clemson university department of civil engineering 110 lowry hall clemson, sc 29634 patrick j....

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Patrick J. Fortney

Clemson University

Civil engineering

Telepresence

and

Hybrid Testing Technologies

Integration of CI and Traditional Research Methodologies

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

TelepresenceFrom the perspective of structural engineering experimental research, education, and outreach

Desired Technology

Webcast capabilities

Remote viewer access

User controls for camera manipulation

ZoomPan

Graphical representation of live data capture

Remote viewer has options to view multiple graphical representations – predetermined by researcher

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Telepresence

WiSER Facilities Telepresence Page

Camera A1

Camera A2

Camera A3

-1.25

-1.00

-0.75

-0.50

-0.25

0.00

0.25

0.50

0.75

1.00

1.25

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700

Rot

atio

n (1

0-3ra

ds)

Time (min)

Load Wall RotationFCB-1 Test (70% fuse)

Tilt-Meter

W-Pots

0

100

200

300

400

500

600

700

800

900

0.0 1.0 2.0 3.0 4.0

Sti

ffn

ess (

kip

/in)

Shear Angle (%)

Specimen 1

Specimen 2

Specimen 3

Specimen 4

Strain – DisplacementChannel –N1

Energy – DisplacementChannel – N2

Force – DisplacementChannel – N3

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Telepresence

Live Camera – A1

Zoom

Pan

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Telepresence

WiSER Facilities Telepresence Page

Camera A1

Camera A2

Camera A3

-1.25

-1.00

-0.75

-0.50

-0.25

0.00

0.25

0.50

0.75

1.00

1.25

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700

Rot

atio

n (1

0-3ra

ds)

Time (min)

Load Wall RotationFCB-1 Test (70% fuse)

Tilt-Meter

W-Pots

0

100

200

300

400

500

600

700

800

900

0.0 1.0 2.0 3.0 4.0

Sti

ffn

ess (

kip

/in)

Shear Angle (%)

Specimen 1

Specimen 2

Specimen 3

Specimen 4

Strain – DisplacementChannel – N1

Energy – DisplacementChannel – N2

Force – DisplacementChannel – N3

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Telepresence

Live Camera – A1 Live Data – Ch. N3

Zoom

Pan

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Hybrid Testing

WiSER Research Complex

Wind Tunnel

Demand

WESL Building

Capacity

Large-Scale Test Platform

Capacity

D C

Fundamental Structural Design Philosophy

Demand Capacity

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Hybrid Testing

Wind Tunnel ModelMeasures Externally Applied Pressures

Numerical Engine

WESLComponent Testing Applied Load

History Driven by numerical Engine

Large-Scale PlatformFull-Scale Subassemblages

Driven by Internal Response of Component Test

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Potential Clients

•Experimental researchers

•Analytical researchers

•Practicing engineers

•Educators

•General public

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Collaboration Partners

•Computer Networking Technologies

•Communication and Data Technologies

•Cyber Infrastructure Technologies

•Computer Science Technologies

•Web Technologies

•Civil Engineering Infrastructure Technologies

In no particular order:

ClemsonUniversity

Department of Civil Engineering 110 Lowry Hall Clemson, SC 29634

Patrick J. Fortney

Clemson University

Civil engineering

Telepresence

and

Hybrid Testing Technologies

Integration of CI and Traditional Research Methodologies

QUESTIONS