lateral responses feb-3
DESCRIPTION
Lateral response of drilled shafts.TRANSCRIPT
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The solid curves are from OpenSees, and the dashed ones are from LPile. It is noted that only free head
conditions are considered.
Figure 1 Bending distribution at head displacement = 6
-1000 0 1000 2000 3000 4000 5000-60
-50
-40
-30
-20
-10
0
Bending Moment (in-kips)
Dep
th (
ft)
Baseline
Cased w/o Internal Reinf
Cased w/ Internal Reinf
Uncased w/ High Strength Steel
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Figure 2 Shear force distribution at head displacement = 6
-400 -300 -200 -100 0 100 200 300 400-60
-50
-40
-30
-20
-10
0
Shear Force (kips)
Dep
th (
ft)
Baseline
Cased w/o Internal Reinf
Cased w/ Internal Reinf
Uncased w/ High Strength Steel