6ø/7/ø .80 =(0ø n/(5ø1 6,9,/$ù0$ '$95$1,ù/$5,1'$ (ùø. …¼b karakan1 ve selim...

$: 6ø/7/ø .80 =(0ø N/(5ø1 6,9,/$ù0$ '$95$1,ù/$5,1'$ (ùø. …¼b KARAKAN1 ve Selim ALTUN2 g=(7 .XP VLOW NDUÕúÕPODUÕQÕQ VÕYÕODúPD\D NDUúÕ GD\DQÕPODUÕQGD LQFH GDQH HWNLVLQLQ$
N

Eyyüb KARAKAN1 ve Selim ALTUN2

kaba -

B

-

1 Kilis 2

Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey

SK

a

kaba ve

-

kaba -

kaba -

ki

Kab

= +1

=

u

L s 20

0

20

100

110

Silt

Kum

0 20 100

e_mak

-- - -

erilme -

ler

--2000 s

2 arak 100 kPa

-

-

- 0

T

-

artar

00 10 20

0 1

q/0

p'/ 0

0 10q/0

0

10

20

0 9 120

10

20

010

a b

0

20

20

i

kaba ve

20

20

20- S

1 10 100 1000

Siltli Kum0

1 10 100 1000

Siltli Kum0

0 10 20 70 90 100

20

Siltli Kum0

7 20- kaba -

20 kaba

20

kaba ve

kaba –

20

20

- -e

Siltli Kum0

0 10 20 70 90 100

Kab

a -

-e

Siltli Kum0

artar

9 20 -

–

1

20

Siltli Kum0

01 10 100 1000

100 kPa

1 –

1 10 100 1000

Plastisiteli Siltli Kum

0

1 10 100 1000


0

1 10 100 1000


0

1 10 100 1000


0

1 10 100 1000


0

1 10 100 1000


0

20ya

u 20

20 20

–

– – Silt

-

– -

–

–

–

–

–

- – -

– -

–

-

–

–

-

-

–

- – - l

–

C 1 Eyyü 2 3 4

1- 20°C 95

-

-

-

20°C

1 2 3 4


-

2004 2009 2014

-

-

- - -

-

-

- - -

C 41

22 19

20 3 0

-

-

0

10

20

30

40

50

90

100

2

2

3’- -

4 -

4’

--

3

4 –

5 -

b

-150

-100

-50

0

50

100

150

0 50 100 150 200 250

00 50 100 150 200 250

-150

-100

-50

0

50

100

150

0

200

0

40

120

200

1

0

1

2

3

4

5

9

10

1

(b

-

-

9

10

0

40

120

200

1 10

0

40

120

200

1

9 -

-

2 1

1

0

2

4

10

12

14

1

0

2

4

10

12

14

1

%

1 –

2 –

00 50 100 150 200 250

00 50 100 150 200 250

- Journal of Geotechnical Engineering 1001–

- - Geotechnical and Geological Engineering -

Journal of Geotechnical Engineering, -

Soils and Foundations -

Journal of Geotechnical and Geoenvironment Engineering 153– - -

– Cold Regions Science and Technology 29- M H Soil Dynamics and Earthquake Engineering ( 2 -

Soil Dynamics and Earthquake Engineering -

- - Applied Clay Science, 101 -

H - Soils and Foundation, -

- -Engineering Geology 33-

Tufan ÇAKIR1 2

-

-

1 2


1

-

ve -

-

-

- -

DOLGU- -

ve

-

-

D

- 1 - 2

- 3

c 1 = 2 = 3

Drucker-Prager

12 m

-

v

-

2

° °

-2

2

12

2

amax= 2

2 2 ° ° sv pv

111111

sv pv

-

en

ut

Szb - - - -

Syb - - - -

Sxb - - - -

Szf

Syf

Sxf

ut Szb Syb ve Sxb z, y ve x Szf Syf ve Sxf

z, y ve x

h

-

2 ze

m v B

1

2

Ç

z

2 12

z

z x x

Bu

2 12

zf

2

zf zf

zf

(b)

2 12

m

2

= -

= - = -

)

x

-

B

2 12

2

= -

= -

= -

ve

- Soil Dynamics and Earthquake Engineering -

111

Structural Engineering and Mechanics -22

- Soil Dynamics and Earthquake Engineering -


Second International Conference on Performance-Based Design in Earthquake Geotechnical

Engineering - L -

Soil Dynamics and Earthquake Engineering -1

a – Soil Dynamics and Earthquake Engineering -

Engineering Mechanics Division Journal -

Journal of Geotechnical and Geoenvironmental Engineering, ASCE -

- Journal of the Geotechnical Engineering Division ASCE -


Soil Dynamics and Earthquake

Engineering - Earthquake Engineering

and Structural Dynamics - - Soil Dynamics

and Earthquake Engineering -


1 2

M

2 m x

(A

(K

( e

Anahtar Kelimeler:

2

(A(K

( e

-

-

Keywords:

1 2


-1998 -2- -3

-

-

Ç

V

D e (A

(K ve e

2 -

-

-

-

- -

-

-

ve

(

Deprem

-

-

-

- -

- -

-

- -

V

M60

M48

M5

E-W

1

2

3

1

A

M48

1

2

3

1

A

M60

1

2

3

1

M5

--

-

-

-

g

=A 2

-

-2 3

- -

- -

8

M

M

R2

( ( (A

222

VV

-91+r --M --M +393= a

a;

A

(a (a

-

; ( e

=A 2 (a

-2 a K = a KV1

e=e

2

1

1

ma -3

e-3

-

ve

K

- - - -3 -2 -1

-

- -u

-

aret

-

Pure and Applied Geophysics -

- Earthquake Spectra-

--2-

E Earthquake Spectra

4th International IASPEI/IAEE Symposium on the Effects of Surface Geology on Seismic Motion (ESG4) -

World Congress on Railway Research in Florence

Proc. of the 12th World Conference on Earthquake Eng.,

M M A Proc. Assessment

of Seismic Local Site Effects at Plural Test Sites -

-

-

-

Kayahan AKGÜL1,Yasin M.FAHJAN2 3 ve Mhamed SOULI4

- -

- - - -

- -

-- -

Silindirik -Tank-

The - - . A

- -

- -

- - re . Then, a -

are is

-Tank-

1 ., , , 2 , , , 3 ,, Uni 4 , -


-

-

-

-

- - - --

- -- -

- -

-

k

- -

-

-

-

-

-

-

vd

(SEM S

-

.

.

mekan

.

.

-ka

--

3

.

-

- -

-

-mel- - -

N -

Y -

-Dire

ise (

- -

4 H

4.

iki

-

. Tank-

ank-

- ’ de Ls, derinlik s ve Hs

. Tank-

vd

-

.

-

. -

. C - -

- -

-

- -

- - -

i -

. LS-DYNA PML

- -

-0.09 -0.08 -0.07 -0.06 -0.05 -0.04 -0.03 -0.02 -0.01 00

1

2

3

4

5

6x 10

5

Cuddeback Soil B

-

1 .

-

--

-

larda 1’de

11.

ve

123’de

0 20 40 60-1

-0.5

0

0.5

1X

0 20 40 60-1

-0.5

0

0.5

1Y

0 20 40 60-1

-0.5

0

0.5

1Z

0 5 10 15 20 25-0.4

-0.2

0

0.2

0.4

2.

3.

-

nlarda 4

14.

0 5 10 15 20 25-3

-2

-1

0

1

2

3x 10

6

0 5 10 15 20 25-1.5

-1

-0.5

0

0.5

1x 10

7

2

- -S -

M dan elde edilen -

Ta ndir ank- -

al

-

- -Zemin

- - -

, –14.

- - - June 3-

( ,

- -

-

- -

--

, -Eulerian and Free S, -

, , - -

( , , , 1-

1 ve Recep KILIÇ2

-

Anadolu Fay Zonu w

a

w eI

I

1 2


ol

vd vdvd vd

y

vd 12)

(Kayen and

e and and

and

d

= + = 2 2( )00 + 2 2( )00 (1)

ax , ay : yatay ve

vd

( ) = 1 + 2( 6) + 3 ln 6 + 4 ln 2+ 2 + 11 + 12( 6) + 21 + 22 ( 6) + 1 + 2 (2)

a c ve S ve FR 1 c2 c 11 12 21 22 2

deprem = 43 + 2 6.66 = 2+ 2

w

Kayen and

= 3.8 2 +0.63 = 2 + 2

= 2 4.49 = 2 + 2

w

vd

1

1

)

(I )

log Ihb ,l = 1.234. 10 6 1,60 5 6.956. 10 5 1,60 4 + 0.001421 1,60 3 0.01132 1,60 2 + 0.04162 1,60 0.6227

1) I I FS SK1 SK2

22 22

- --

d " ,

(21) -

–

m

-

Green RA

USA

- –

1 - Kayen RE

- Kayen RE Ground

-

-

–

potential", , 97 (SM9): 1249-1273

–

-

– -

Rep

I I I

1 ve 2

Sismik tehlikenin belirlenmesinde,

ise hasar

in

ileri ise ve

Anahtar kelimeler: , Dalma batma, , , NGA 2

determine the

here than one s around the in

s in

determined Key words: , _______________ 1 Geoteknik ABD, 2 Geoteknik ABD,


,

n ilen

b d ’te etkiler

A a in ler ,

n

neler ( ) tarihleri

irdele ve

ve da

s

-

Model Z Z Ztor (m/sn)

(SS) 3

Z 3 3

(SS) 3

Z Ztor

(SS)

Z Ztor

(SS) 3

- 3 3

(SS)

-

Dalma batma

int ) )

int(Km)

interslab (Km)

min min rmin r rmin r

( ) 991

Atkinson ve Boore ( )

(1997)

’de ’t

ilen iki den ile

( )

atlab

- ilen vd (1997) ve

Dalma- ve derinlid

vd (1997), Atkinson ve dd

i

ddurumda e -

hareketl d

’ d adresinden )

nin me

evre ve ’ndeki daha

’de bu tilmekted L in

( )’ , L=6 =

Derinlik (km)

(km) (km)

(Km)

(Km)

(Km)

(Km)

1 Dalma batma 61 129

2 Dalma batma 117 113

3 Dalma batma 72 93

- - -

- - -

6 - - -

Dalma b vd, (1997)

( )’evre ve ’

soketlendi inden h larda

ekil 2 dalma- n

d ,

d

si

bulunan ivme

Balma-

( )’ -

n

ivmesinin ,

si

Dalma- vd (1997),

ksimum it a

edeki

-uake - -

– -

- 3), –

--

- , Abrahamson N A -–

--

, 1117– ,

- ( ) -

, Cotton , Abrahamson NA, Akkar S, Boore , Di Alessandro C -

- Kramer, S L (1996)

–

S, Silva W–

–

1, 2 3

,

w

.

1 , 2. , 3


,

w

D

A

=

=2

2

2

–

5

-3

13

-

.

3.

0 m

23 m

60 m

136 m

.

5

288 m

57 m

30 m

0 m

13.1 6.1

“

-

- -

->3

r.

9.

.

-13

.

1 ,

. ,

3

,

-

.

5.6

-–

–

–

-

-

-129.

-

.

6ø/7/ø .80 =(0ø n/(5ø1 6,9,/$ù0$ '$95$1,ù/$5,1'$ (ùø. …¼b karakan1 ve selim...

Documents