3-linear static analysis w non-linear pile foundation.pdf
TRANSCRIPT
7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf
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SACS S
Static an
Section
Step 1
Copy S
Step 2
Click-on
click-on
the anal
get next
Step 3
Leave de
stem
alysis with
Creat
reate a new
CINP.DA
reate PSI in
“Data file”
OK to get t
sis type and
step to defi
efine analy
fault option
SI- 1
Static
a PSI inpu
folder and
and SEAI
put data file
icon to laun
e second wi
make sure
e the analys
is options
s for both “
nalysis wi
data file
ame it ‘Sta
P.DAT fil
ch Datagen
ndow pop-
he unit is
is options..
eneral” an
h Non-Lin
ic PSI”, an
s from ‘Sta
program, a
p, as show
etric KN. C
“Output O
ar Founda
then make
tic” directo
d select “C
below; sel
lick-on Sel
ptions”, and
tion
it the curre
y to current
eate new da
ct “Pile Soi
ct and skip
click “Nex
t folder.
folder.
ta file” and
Interaction
he “Title”
”.
” as
nd
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SACS S
Static an
Step 4 S
Click-on
window
Click-on
define pl
Step 5
Define t
conduct
has lengt
Click-ondefinitio
stem
alysis with
elect the res
“No” to L
nd select t
“Next” and
ot size and
efine pile g
o pile grou
r group ID
h of 30m w
“More” to.
lick here to SI- 2
ults to plot
SEL and PI
e options s
select “Incl
pecify pile
oup
ps and one
”CND”. T
th available
dd the seg
dd more gro
SUP cards
own below.
de all piles
ection data
onductor gr
e first pile
end bearin
ents or gro
ups
. Click on “
in plot”, se
until get Pil
oup, the pil
roup segm
area of 0.6
ps, and clic
es” to PL
ect all load
e Group de
group ID
nt length is
56m^2.
k-on “Next
lick here to
RQ card to
cases to be
inition.
”PL1” and
10m and se
to finish th
et to next
get Plot Op
lotted. Do
“PL2”;
ond segme
e pile group
ion
ot
t
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SACS S
Static an
Step 6
Define t
for the f
Click-on
step.
Step 7
The pict
data can
data for
“User D
“Next” t
Step 8
The hea
point of and is sh
stem
alysis with
efine the pi
e pile head
ur piles, an
“More” to
efine T-Z d
re on right
be defined i
he training
fined T-Z
get next st
efine T-Z a
er data defi
ny T-Z cur own in follo
SI- 3
es
joint, batter
repeat to d
dd a pile an
ata type
shows the t
n SACS sys
s T-Z data.
urves” and
ep.
ial header
es the total
es. The datwing pictur
joint, pile g
efine condu
d click-on “
pe of axial
em. The
Select
click-on
ata
number of
should be.
oup ID and
tors.
Next” to fin
oil strata, Z
got from th
soil ID as s
ish the pile
-factor, Soil
Design Sp
hown in foll
definition a
ID and the
cification f
owing pictu
d get to ne
maximum d
r this traini
re
t
ata
ng,
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SACS S
Static an
Click-on
Step 9
This step
data nee
followin
Step 10
The dat
picture
location.
Repeat
curves.
Step 11
The pict
header d
stem
alysis with
next to get
efine T-Z s
defines the
s to be defi
picture sh
Define the
is from t
n right s
tep 9 and 1
Define end
re below
ta.
SI- 4
o next step.
il stratum d
soil stratu
ed is numb
ws the strat
soil data of
e spec do
ows the s
0 to enter a
earing data
ill show up
ata
informatio
er of point
um definiti
he stratum
cument, th
il at 0.0
l 8 soil T-
when finis
followed b
f the curve,
n of the top
the step 1
y soil data
stratum loc
soil.
. Click-on
f each strat
tion and T
“Yes” to en
m (Step 10
factors;
ter the Q-Z
), the
axial
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SACS S
Static an
Define t
get to so
Define t
Step 12
The torsi
detail of
stem
alysis with
e Q-T axial
l stratum da
e soil stratu
Torsional d
onal stiffne
the input.
SI- 5
header data
ta.
m data as s
ata
s of the soil
shown in b
own in foll
can be defi
elow pictur
wing two p
ed as linea
, click-on “
ictures and
spring, fol
ext” to acc
epeat it for
owing two
ept the data
all the strat
ictures giv
and
ms.
s the
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SACS S
Static an
Step 13
The P-Y
data fro
Followi
Followi
input to
Save the
Section
Your cur
conditio
PSIINP.
Step 1 S
File ID:Analysis
stem
alysis with
P-Y d
data input i
the soil re
g two pictu
g two pictu
efine all th
file and na
Static
rent directo
, SACINP.
DAT contai
elect analys
type:
SI- 6
ata input
similar to
ort to finis
es show the
es show the
P-Y soils a
e it PSIINP
analysis wi
y should ha
AT contai
ning the pil
s type and
datStatic
xial T-Z d
the input.
soil type se
stratum an
t rest locati
.DAT.
h PSI
ve three inp
ing the mo
model info
ptions
ta, follow t
lection and
soil data d
ns.
ut files: SE
del informa
rmation.
e direction
P-Y header
finition at
INP.DAT
ion include
of Step 7 t
definition.
.0m locatio
containing t
s the weight
10 and get
, repeat the
he loading
definition a
the
nd
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SACS S
Static an
Analysis
Analysis
Step 2 E
Click-onselection
Click-onright.
S
stem
alysis with
subtype:
options:
dit analysis
<Edit Envias shown i
<Member c
ode option:
egment to b
verride the
C range rep
SI- 7
Static anal
selections
options
onmental Lthe windo
ode check o
API RP 2A
e checked: 2
report to inc
ort.
ysis with N
are shown i
oading Opti, click-on “
ptions> to d
21th editio
for both se
lude Joint d
n-linear Pil
the pictur
ons> to getOK” when
efine the co
/AISC 9th
e
mented an
eflection, Jo
e/Structure
below
he windowinish;
de option s
dition
non-segm
int reaction
Interaction
shown belo
own in belo
nted memb
, Member e
and make
w window
er
d forces an
the
n
the
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SACS S
Static an
Step 3
Select th
names, c
Section
Step 1
Step 2
Step 3
stem
alysis with
efine input
e input files
ick-on “Ru
Chec
heck the m
heck the jo
heck pile a
SI- 8
files and ru
as shown in
Analysis”
the results
ember code
int can code
nalysis resu
the analysi
the picture
Tab to run t
check resul
check resul
ts
s
shown in th
he analysis.
s
ts
e previous age and che
ck the outp
t file