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LARGE-SCALE TESTING AND ANALYSIS OF CONCRETE-ENCASED STEEL COUPLING BEAMS
Charles Pankow Foundation
Principal Investigators: John Wallace, UC Los Angeles, & Ron Klemencic, MKA Student Investigator: Christopher Motter, UC Los Angeles
Structural / Earthquake Engineering Research Lab, UC Los Angeles
Test Objectives:
•Evaluate embedment
equations at large-scale
•Create realistic wall
strains at connection,
i.e. cyclic wall tension –
compression
•Primary test variable:
embedment length
FlatM
CT
CT
Vbeam
n.a.
FlatM
C T
C T
Vbeam
n.a.
Specimen Details:
εc = 0.003n.a.
2
'
0 0
2 c cc cf f
'0.85c cf f
β1x
x
Vn
ale
strain
Coupling Beam:
Shear Wall:
Testing Protocol:
Damage Photos:
Test Results:
•Beam 1 (32” embedment, light wall loading)
•Minimal strength degradation at large rotation
•Beam 2 (24” embedment, moderate wall loading)
•Greater strength degradation, pinching
•Reduced capacity in negative direction
likely due to tension across connection
•Overall excellent performance for both beams
Conclusions:
Test Set-Up:
Embedment Model Marcakis & Mitchell (1980),
Mattock & Gaafar (1982)
Cyclic wall tension-compression
across the connection
Embedment Detail:
Acknowledgements: •Robert Tener, Charles Pankow
Foundation
•Ron Klemencic, John Hooper,
Dave Fields (MKA)
•Steve Keowen, Alberto Salamanca,
Harold Kasper, Bob Nigbor (UCLA)
•PEER
Construction Pictures:
Cross-Section Embedment Detail Computer Rendering
(courtesy: MKA) Shear Wall Reinforcement
Steel Section
‚ 20 3 4"
11'
8'
200
kip
actu
ato
r
STRONG
FLOOR
2'-6"
4'-9"
1'-6"
8'
7'-3"
2'-8" 2'
2'-9"
1'-6"
2'-8" 2'
2'
400
kip
actu
ato
r
400
kip
actu
ato
r
15'
5'-6"
5'
STEEL
SECTION 1' 1' 1' 1' 1' 1' 1' 1'
24'
22'
CONCRETE
TOP BEAM
SHEAR WALL
STEEL SECTION STEEL SECTION
FO
OT
ING
300 k act.
BEAM #1BEAM #2
•Beam 1, 32” embedment
•Wall moment ~0.4My
just above connection
•Beam 2, 24” embedment
•Wall moment ~0.7My
just above connection
Beam 1 after 3% rotation Beam 2 after 3% rotation
Beam 1 after 6% rotation Beam 2 after 6% rotation
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