risposta sismica locale

5/26/2018 Risposta sismica locale

1/28

1

A . 4

ANALII DI IPOA IMICA LOCALE


2/28

2

INDICE

P 4

M 6

N 6

I 7

S

9

D 15

S 19

R 20

C 25

R 27


3/28

3

PEMEA

N

2009 P

G LA .

L F. 1.

F 1 0

,

L (

) (C II),

(

, , ). A

/.

L

(

), .

S NTC2008 P 3.2.2 : A

, .I ,

,

.

L (

,

) :

; ; L (

)


4/28

4

L

,

A.

/

50 II.

L

90 .

C (

)

( 1.5 ),

.

I

(1D)

EEA (J. P. B, K. I, C. H. L).

G , ,

(1D) .

I

, ,

(

A). I

S L U S V (SLV).


5/28

5

MEODO DI CALCOLO

L

EERA (E E R A)

U S C (D C E) J. P. BARDET, K.

ICHII, C. H. LIN.

T ,

, , 7.2.2 D.M. 14 2008:

( );

; ; .

NOME E IFEIMENI

D.M. 14 2008 C, G U. 29 4 2008 S. O . 30;

C 2 2009, . 617 " " .. 14 2008, G U . 47 26

2009 S. O . 27;

G MS (2008). .C R P A, D , R, 3 . D;

G L MSAQ (2010) .R A D P C, LA.


6/28

6

INDAGINI ED INFOMAIONI DI BAE

C P. 7.11.3 D.M. 14/01/2008,

, ,

,

, ,

.

A , (

2 ), :

. 1 (S1) 90.00 ; . 1 30 .

54 . (S2);

. 1 (S3) 30.00 ; . 2 V (SDMT)

64 S1 34,5 S2;

F 2 .

I F 3 S1

S. I

G0 D S SDMT1. I G 0

:

= 19 N/3 ( = 0.0 6.0 ); = 20 N/3 B A ( = 6.0 43.0 54.0 60.0 ); = 19 N/3 ( = 43.0 54.0 60.0 64.0 );

1

2

3


7/28

7

I

.

F 3 P , DM1.

I .

T 1 (G L MSAQ, 2010)

CERFIS (C R F

I S, U A) C ,

A

(A . 2010).

I

( ).


8/28

8

CELA DELLA CHEMAIAIONE GEOMEICA E DEFINIIONE DEL MODELLO

GEOECNICO DI OOOLO

I 1, N T

C 2008 (NTC08) 3.2.2

(NTC08, 7.11.3.3)

.

T ,

,

. I , 713 ...,

, , . R

. I,

.

L 350

A. T , C G ' 1(G L MSAQ, 2010)

F 4, CERFIS.

F 4 C G M ' M 1 (G L MAQ, 2010).

L H/V M S.

I F 5 M1S2, ' 1 (G L MSAQ, 2010) . D :

;


9/28

9

B A ( S1).

F 5 M12 M ' M 1 (G L MAQ, 2010). I

B A, D L .

I , , :

U 1 (UG1), : = 1.5 6.0 ; = 19 N/3; VS= 398 /;

U 2 (UG2), ( VS< 800 /):

= 6.0 11.0 ; = 19 N/3; VS= 620 /;

U 3 (UG3), ( VS< 800 /):

= 11.0 17.0 ; = 19 N/

3

; VS= 732 /; U 4 (UG4), (

VS> 800 /):

= 17.0 32.0 ; = 20 N/3; VS= 969 /;

U 5 (UG5), ( VS> 800 /):

= 32.0 42.0 ; = 20 N/3; VS= 1281 /;

U 6 (UG6), ( ): = 42.0 52.0 ; = 19 N/3; VS= 792 /;

U 7 (UG7), ( VS> 800 /):

= 52.0 58.0 ; = 20 N/3; VS= 1521 /;

U 8 (UG8), ( ):

= 52.0 66.0 ; = 20 N/3; VS= 938 /;

U 9 (UG9), ( ):( = 66.0 250.0 ); = 19 N/3; VS= 626778 /;

U 10 (UG10), ( ):( = 250.0 350.0 ); = 19 N/3; VS= 815848 /;


10/28

10

I

.

L VS SDMT 64

(UG1, UG2, UG3, UG4, UG5, UG6, UG7, UG8), UG8

( . 3) .

N VS

UG9 UG10,i C

(2001) C (1989), :

C (2001):= 300 0

0.27 2.44

0 = (+ 2)/3 , = 00

:

o 0 = ( );o = ( );o = ( );o 0= ;o = (%)

L () = 15%,

, L G D I C

A U F, S3C3, R P ( LA) P C.A.S.E. T

= 0.5;

C (1989):VS=

:

o , = ;o = .

I C (2001) C (1989)

CH (C C, 2010)

D S (A ., 2011) A,

.

P = 22 N/ 3

VS = 1250 /, CH

AQV ( O

LA), 50 (D C

. 2009).


11/28

11


12/28

12

I (

G/G0 D )

( ). S

' 1 (G L MSAQ, 2010),

. I

:

UG1: G/G0 D (M

G, 2010) (F 6);

F 6 G1:

G/G0 D.

UG2, UG3: G/G0 D (M G, 2010) (F 7);

F 7 G2/3 : G/G0

D.

0

5

10

15

20

25

0

0.2

0.4

0.6

0.8

1

0.0001 0.001 0.01 0.1 1 10

DampingRatio(%)

G/Gmax

Shear Strain (%)

Shear Modulus

Damping Ratio

0

5

10

15

20

25

0

0.2

0.4

0.6

0.8

1

0.0001 0.001 0.01 0.1 1 10

DampingRatio(%)

G/Gmax

Shear Strain (%)

Shear Modulus

Damping Ratio


13/28

13

UG4, UG5: G0 34453882 MP D 1%;

UG6: G/G0 D (RC) (TTS) 'U N

F II (S3C8) ,

50 , P C.A.S.E. R P, S

'A (G L MSAQ 2010) (F 8);

F 8 G6: G/G0

D.

UG7 : G0 34453882 MP D 1%; UG8: G/G0 D

(RC) (TTS) 'U NF II (S3C8) ,

50 , P C.A.S.E. R P, S

'A (G L MSAQ 2010) (F 9);

F 9 G8: G/G0

D.

UG9 : G/G0 D (RC) (TTS) 'U NF II (S3C8) ,

0

5

10

15

20

25

30

35

0

0.2

0.4

0.6

0.8

1

0.0001 0.001 0.01 0.1 1 10

D

ampingRatio(%)

G/Gmax

Shear Strain (%)

Shear Modulus

Damping Ratio

0

5

10

15

20

25

30

35

0

0.2

0.4

0.6

0.8

1

0.0001 0.001 0.01 0.1 1 10

DampingRatio(%)

G

/Gmax

Shear Strain (%)

Shear Modulus

Damping Ratio


14/28

14

50 , P C.A.S.E. R P, S

'A (G L MSAQ 2010) (F 10);

F 10 G4:

G/G0 D.

UG10 : UG7 ( , L 1997)

.

F 11 G10: G/G0

D.

0

5

10

15

20

25

30

35

0

0.2

0.4

0.6

0.8

1

0.0001 0.001 0.01 0.1 1 10

DampingRatio(%)

G/Gmax

Shear Strain (%)

Shear Modulus

Damping Ratio

0

5

10

15

20

25

0

0.2

0.4

0.6

0.8

1

0.0001 0.001 0.01 0.1 1 10

DampingRatio(%)

G/Gmax

Shear Strain (%)

Shear Modulus

Damping Ratio


15/28

DEFINIIONE DELLE AI

N

. O ,

2008. L

:

3

(

3 ,

,

.

A

:

PGA 0.261(

I

12 13:

F 12

15

ONI IMICHE IN INGEO

,

,

. A

. I

7

(

)

);

()

,

,

)

10% 5

L;

DE1, DE2, DE3 (

,

,

NTC

,

S

(. A)

0

)


16/28

F 13

G

(

M : 6 < M : D (R): S : P (D): D (): > 20 ; PGA () : 0.15 < PGA () <

S

D (

.

: N

16

DE

)

(

://.../ESD/D/D

:

< 7;

;

R < 30 K;

A (V > 900 /);

D < 20 K;

0.35 (

(0.2 H < 25 H

A

). L

, G. L

T, S T, PGA0 PGA

1, DE2, DE3 (

://...)

.)

0.7 < F < 3);

)

.

,

(

. 2007)

, SA0(T)

(T)


17/28

,

G,

0.1.

G

. D

N D

1##K

P

K13/05/1995

2# C19/09/1979V N

3# A

UM

(2)26/09/1997

4# SI

23/11/1980

5##

DMM(: 271)

D01/10/1995

#= I , ##=ED

1

A

A E( N EI

F 14

17

. I

0.1 1 0,

D

(. A)

F M*,D**

P(K)

D()

N 6.4 14** 8 29

N 5.9 9.3* 6 25

N 6 21* 20 K 29

N 6.9 14* 15 KM 70

N 6.3 0** 20 K 27

(. A)

:

M2E);

( N);

( E);

M2E, N, E, DI

D

(

).

D.M 14/01/2008

LV.

C. PGA() D

NS 0.219 0.078

EW 0.204 0.059

NS 0.145 N

EW 0.202 N

NS 0.140 0.081

EW 0.188 0.055

NS 0.258 0.058

EW 0.36 0.035

NS 0.227 0.098

EW 0.355 0.055

L

:

NE ()


18/28

F 15

18

L)

(NCA


19/28

19

CELA DELLA POCEDA DI ANALII

S A (E

E R A) U S C J.P.

B 2000).I A A.

E

;

. I A

. I ,

. I

KV (

)

. N

;

. N

;

. I

.


20/28

20

ILAI

I

;

( : ,

; ,

;

; ; ;

F; ,

). N

(

).

I 6

( ).

D 16 :

0 0.6 H,

, ;

1 10 H UG1;

T .

F 16

L

I 17

SLV ( ):


21/28

21

-DET1, DET2, DET3:

S P (1996), M S

( MSAQ, 2010);

- STRNS , STREW : (I E, 1980)

SLV A T1 (

NTC 2008 );

- UM2EW: ( U M E, 1997) SLV

A T1 (

NTC 2008 );

I T 2 PGA (P G A) PGD

(P G D) 6 , .

APGA()

PGD()

DE1 0.30 5.70

DE2 0.29 4.90

DE3 0.28 6.8

E 0.25 10.7

N 0.30 13.00

M2E 0.30 5.70

2 PGA PGD 7 .

I 17

SLV ( ), ( ),

( )

( ). N 17 , ,

NTC 2008

B ( ) SLV:

- INVMAXSLV: DET1, DET2, DET3, STRNS, STREW, UM2EW;

- MEDIASLV: DET1, DET2, DET3, STRNS, STREW,

UM2EW;

- INVMAXNORMSLV: DET1, DET2,

DET3, STRNS, STREW, UM2EW

20% ;


22/28

22

- NTC(SLV)B: B T1 ( NTC 2008

);

F 17 .

L

NTC08 V30 V SDMT1

S1. D , 30

, :

30=717 /

B.

I 18

SLV ( ), (

) ( ).


23/28

23

F 18 .

L 7

(

). I

7

( ). S

.

I ,

B T1.

L , (0.2),

. I , ,

:

- ;- V 64

.

A.

L ,

,

(M . 2008) (


24/28

24

)

.

I ,

,

.


25/28

25

CONIDEAIONI FINALI

I DM 14/01/2008 P 3.2.5.1

, ,

,

, .

A

. L

.

D , ,

.

T

. N , , . G

,

. Q ,

,

P

. D ,

. Q

.

L , ,

. A

,

, . E

,

. S , , ;

, , . L

,

,

, , ( )

, .

P ,

.

L

( ).


26/28

26

O ,

.

I ,

,

,

( ) (

), .


27/28

27

IFEIMENI BIBLIOGAFICI

G MS (2008). I . C

R P A, D , R, 3 .

D

M. M, F. C (2008).A

, XII . 23

D 2008, T, I

T. C, J. F, C. M, G. S (2005). C

, T R, U

F

D M., G P., S F., S T., P B., V F., P L., A D., MP.(2009) A 6 A

2009.GNGTS 2009

J. P. B, K. I, C. H. L A (2000). C

A , U S

C, .

A A., D M F., D E F., M P., T, M.T B., T F.,

T G., C

A: ; 2010; R CERFIS,

D S, A T ,U S L

A.

C E., C M.,

A, C, 34; CERFIS

N 2010.

G. L, A. P.

( ) 1638 C .

E 2007

D.M. (2008) N T C. D.M. 14.01.2008 GU , 4 F 2008.

EERA(2000) //../GEES/S/EERA2000/D.

G T, F T, P M, M T, F D

M, G Z (2012)

'A S I C P

B D E G E (T, I)


28/28

28

G L MSAQ (2010). M '

. R A D P C, L'A, 3 . C

.

G. M, A. G (2010). S

. P. V I. C. R A G

E E S D, S D, USA, P N. 1.28.

P M, G T, F T, S A (2011),

'A, ANIDIS (B,

I)

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