3-linear static analysis w non-linear pile foundation.pdf

8
7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf http://slidepdf.com/reader/full/3-linear-static-analysis-w-non-linear-pile-foundationpdf 1/8 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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Page 1: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

http://slidepdf.com/reader/full/3-linear-static-analysis-w-non-linear-pile-foundationpdf 1/8

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 

Page 2: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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

Page 3: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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,

Page 4: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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

Page 5: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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

Page 6: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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 

Page 7: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

7/29/2019 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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

Page 8: 3-Linear Static Analysis w Non-Linear Pile Foundation.pdf

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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