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Experimental Testing of Drift-Sensitive Nonstructural Systems – Year 4
The Pathways ProjectSan Jose State
UniversityEquip Site:
nees@berkeley
Project Management Team Kurt McMullin – Structural Engineering
San Jose State University Bozidar Stojadinovic – Structural Engineering
U.C. Berkeley Winncy Du – Mechanical Engineering
San Jose State University Thuy Le – Electrical Engineering
San Jose State University Kathi Rai – Building Engineering
SensiBuild
Drift Sensitive Systems of Buildings Exterior façade.
Precast concrete cladding. Glass punch-out windows.
Vertical plumbing riser. Inflow riser. Outflow riser.
Defined in FEMA-356 as nonstructural elements controlled by drift rather than acceleration.
Project Overview Static testing of one-story prototype
of cladding, punch-out windows and plumbing.
Sensor testing of plumbing leakage. Deconstruction of materials. Data-mining and pre-processing for
structural analysis.
Timeline Project runs from Oct 2006 to
Sept 2011. Main testing scheduled for
Fall/Winter 2010. Current phase:
Construction of specimen Finalize instrumentation design Fabrication of testing jig
Column Covers Spanning
vertically between spandrels are the column covers.
Column Covers
Punch Out Windows Completing the
exterior enclosure are the windows, installed in the opening between panels.
Test Specimen One-story, One-bay articulated frame
allows for no resistance from gravity/lateral load carrying system.
Specimen Design Ground Floor – Tall panels that cover first
floor of building Typical Floor – Short panels that cover all
floors above first floor.
Test Specimen Specimen Features
Engineering – panels and connections – to obtain strength and deformation data
Architecture – panels, connections, windows, grouting – to obtain aesthetic damage data and system interaction data.
Test Specimen Loading Protocols
Proto1 – Cyclic loading with increasing amplitude of drift – 10% max.
Proto2 – Displacement time history from 9-story LA SAC frame.
Test Matrix – Ground Floor Test 1
Cyclic Loading – Engineering Specimen Test 2
Time History Loading – Engineering Specimen
Test 3 Cyclic Loading – Architecture Specimen
Test Matrix – Typical Floor Test 4
Cyclic Loading – Engineering Specimen Test 5
Time History Loading – Engineering Specimen
Test 6 Cyclic Loading – Architecture Specimen
Panel Construction Panel
formwork. Flat panel and
return panel.
Panel Construction Panel
formwork. Flat panel and
return panel.
Panel Pin Connection Pin
connection at base of flat panel.
Typical panel reinforcement – single layer.
Panel Pin Connection Pin
connection at base of flat panel.
Typical panel reinforcement – single layer.
Casting Concrete
Casting of flat panels in early September 2010.
5000 psi concrete.
Casting Concrete
Casting of flat panels in early September 2010.
5000 psi concrete.
Finished Panels
Finished panels at fabrication yard.
Casting done by Willis Precast in San Juan Bautista, CA.
Finished Panels
Finished panels at fabrication yard.
Casting done by Willis Precast in San Juan Bautista, CA.
Full-Width Flat Panel
Half-Width Flat Panel
Return Panel
Slotted Connections
Pin Connections
Loading Beam
Actuator on each side of loading beam
Reaction Wall
Out-of-Plane Bracing
Seismic Resistance Seismic joint at
return panels. Approximate
width of 2 inches.
Expected Progression of Damage
Closing of slip connection.
Spandrel above moves with upper level slab.
Expected Progression of Damage
Closing of seismic gap.
Return panels tilt with out-of-plane frame.
Pounding between adjoining column covers.
EQ DIR
PIN CONNECTION FRACTURE
Expected Progression of Damage
Fracture of pin connection.
Overturning of column cover results in fracture of pin at base.
GLASS FRACTURE
EQ DIR
Expected Progression of Damage
Crushing of window glass.
Tipping of column covers results in racking of glass panels.
Expected Progression of Damage
EQ DIR
PANEL INSTABILITY
Failure of push-pull connections and instability of out-of-plane panel.
Developing Fragility Curves Defining types of damage: i.e.,
window cracking, panel connection fracture.
Record drift when damage is first seen for each item of each test.
Plot probability that an event was seen by a certain level of drift.
PROPOSED FORMAT FOR FRAGILITY CURVE DATA
0.0
0.2
0.4
0.6
0.8
1.0
0.00 0.02 0.04 0.06
DRIFT, radians
PR
OB
AB
ILIT
Y O
F D
AM
AG
E
DAMAGE TYPE 1
DAMAGE TYPE 2
DAMAGE TYPE 3
Limitations of Fragility Data Limited sample size of test specimens. Some events will not occur to each
component before maximum drift of test is applied.
Mixture of tall panels & short panels, flat panels & return panels, large windows & small windows.
Plans for Year 5 Testing and data processing for
main specimens. Deconstruction and adaptive reuse
of panels. Verification of sensor technology. Dissemination of findings. Data transfer to repository.
For More Information We are constantly looking for
collaboration on all aspects of the project. Project Sponsored by National Science
Foundation – Grant No. 619517. Project website at:
http://www.engr.sjsu.edu/~pathway/ Email me at: