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Journal of istanbul Kültür University 2006/4 pp. 245·267

THE APPLICATION OF THE MODIFIED FORM OF BATH'S LAW TO THE

NORTH ANATOLIAN FAULT ZONE (NAFZ), AEGEAN GRABEN SYSTEM AND

CYPRUS ARC ZONE

Sibel Ebru YALCINI, Levent KURNAZ2

Abstract

Earthquakes and aftershock sequences follow several empirical scaling laws: (1) Gutenberg-Richter frequency-magnitude scaling, (2) Bi'ith's law for the magnitude of the largest aftershock, (3) The modified Omori's law for the temporal decay of aftershocks. In this paper, "The Modified Form of Bi'ith's Law" and its application to our KOERI data have been studied. Bi'ith's law states that the differences in magnitudes between mainshocks and their largest aftershocks are approximately constant, independent of the magnitudes of mainshocks. In the modified form of Bi'ith's law for a given mainshock we get the inferred "largest" aftershock of this mainshock by using an extrapolation of the Gutenberg-Richter frequency-magnitude statistics of the aftershock sequence. To test the applicability of the modified form of Bi'ith's Law we consider

i

4 large earthquakes that occurred in and near boundary neighbors of Turkey between

i

900 and 2004 with magnitudes equal to or greater than ffims ~

6.1.

Because Turkey has different fault zones that have different properties, a classification was needed for these earthquakes. Additional\y, in this study the partitioning of energy during a mainshock-aftershock sequence was also calculated in two different ways. it is shown that most of the energy is released in the mainshock. The constancy of the differences in magnitudes between mainshocks and their largest aftershocks is an indication of scale-invariant behavior of aftershock sequences.

Introduction

An earthquake is a sudden and sometimes catastrophic movement of a part of the Earth's surface [1]. it is caused by the release of stress accumulated along geologic faults or by volcanic activity, hence the earthquakes are the Earth's natural means of releasing stress. When the Earth's plates move against each other, stress is put on the lithosphere. When this stress is strong enough, the lithosphere breaks or shifts. As the plates move they put forces on themselves and each other. When the force is large enough, the crust is forced to break. When the break occurs, the stress is released as energy which moves through the Earth in the form ofwaves, which we feel and call an earthquake.

There are several scaling laws that deseribe the statistical properties of aftershock sequences [2, 3, 4]. Gutenberg-Richter frequency-magnitude scaling law is widely known by seismologists and scientists. in order to study the noise of earthquakes, we must first find a way to measure the sizes of earthquakes. Charles Richter developed the main scale that is used today. On the Richter scale, the magnitude (M) of an earthquake is proportional to the log of the maximum amplitude of the earth's motion. What this mean is that if the earth moves one millimeter in a magnitude 2 earthquake, it will move 10 millimeters in a magnitude 3 earthquake, 100 millimeters in a magnitude 4 earthquake and 10 meters in a

1Bogazici University, Physics Department,Bebek ,Istanbul ,TURKEY, syalcin@physics.umass.edu

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Sibel Ebru Yalein, levent Kurnaz

magnitude 6 earthquake. Therefore, if we hear about a magnitude 8 earthquake and a magnitude 4 earthquake, we know that the ground is moving 10,000 times more in the magnitude 8 earthquake than in the magnitude 4. earthquake. The differenee in energies is even greater. For eaeh faetor of 10 in amplitude, the energy grows by a faetor of 32, so a

magnitude 8 earthquake releases 1,000,000 times more energy than a magnitude 4

earthquake. When seismologists started measuring the magnitudes of earthquakes, they found that there were a lot more small earthquakes than large ones. Seismologists have found that the earthquakes of magnitude M is proportional to lO-bM.They eall this law "The Gutenberg-Riehter Law".

in seismologieal studies, the Omori law, proposed by Omori in 1894, is one of the few basic empirieallaws[6]. This law describes the deeay of aftershoek aetivity with time. Omori lawand its modified forms have been use d widely as· a fundamental tool for studying aftershoeks[7]. An extensIon of the modified Omori' s law is the epidemie type of aftershoek sequenees (ETAS) modeL. It is a stoehastie version of the modifiedOmori law. in the ETAS model, the rate of aftershoek oeeurrenee is an effeet.ofeombined Tates of all seeondary aftershoek subsequenees produeedbyeaeh aftershoek [9, 10].

The third sealing law relatin.g the aftershoeks is Bath' s law. The empirieal Bath's law states that the differenees in magnitude between a mainshoek and its largest aftershoek is eonstant, regardless of the mainshoekmagnitude.That is

i1m = mms-m asmax (1)

with mms the magnitude of the mainshoek, mas max the magnitude of the largest deteeted aftershoek, and i1rn approximately a eonstant and taken to be i1m ~ 1.2 . [3, 4, 7, 8]

in this artiele we study on the modified form of Bilth's law [3, 4]. To study the aftershoek sequenee in the North Anatolian Fault Zone (NAFZ) we getthe large st aftershoek from an extrapolation of the G-R frequeney-magnitude sealing of all measured aftershoeks. We test the applieability of Bath's law for 14 large earthquakes on the North Anatolian Fault Zone (NAFZ) and near the NAFZ. The emprieal form of Bath's law states that the differenee magnitude between a mainshoek and its largest aftershoek is eonstant, independent of the magnitudes of mainshoeks. We also analyze the partitioning of energy during a mainshoek-aftershoek sequenee and its relationto the modified Bath's law.

Bath's Lawand Its Modified Form

Bath's law states that the differenees in magnitudes between mainshoeks and their largest aftershoeks are approximately eonstant, independent of the magnitudes of mainshoeks. in modified form of Bath's law for a given mainshoek we get the inferred largest aftershoek of this mainshoek by using an extrapolation of the Gutenberg-Riehter frequeney-magnitude statisties of the aftershoek sequenee. The size distribution of earthquakes has been found to show a power law behavior: Gutenberg and Richter,

introdueed the eommon deseription of the frequency of earthquakes: [5]

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The Applieation Of The Modified Form of B.ith's law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and Cyprus Are Zone

where

N

(2

in)

is the cumulative number of earthquakes with magnitudes greater than m occurring in a specified area and time window, On this equation a and b are constants. This relation is valid for earthquakes with magnitudes above some lower cutoff mc. Earlier

studies [3, 4, 11] gaye an estimate for this b value between 0.8 and 1.2. in our data, b is found to vary between 0.6 and 1.3, consistent with previous work. The constant a shows the regional leve1 of seismicity and gives the logarithm of the number of earthquakes with magnitudes greater than zero. in our analysis a value is in the range 3.5 <a < 6.9. Aftershocks related with a mainshock also satisfy G-R scaling (2) to a good approximation [3,4]. in this case N (2

in)

is the cumulative number of aftershocks of a given mainshock with magnitudes greater than m.We offer to extrapolate G-R scaling (2) for aftershocks. Our aim is to obtain an upper cutoff magnitude in a given aftershock sequence. We find the

magnitude of this inferred "largest" aftershock m* by formally taking

N

(2

in*) =1 fora given aftershock sequence. Then, we substitute this value into equation (2), and we get

*

a

=

bin

(3)

*

This extrapolated in value will have a mean value and a standard deviation from the mean value. We apply the Btlth's law to the inferred value s of in* and then, we can write

* *

~in =inms -in (4)

*

where inms is the magnitude of the mainshock and ~in is approximately a constant. Substitution of equations (3) and (4) into equation (2) gives

with b, inms, ~in * specified, the frequency-magnitude distribution of aftershocks can be determined using equation (5). in extrapolating the G-R scaling (2) the slope of this scaling or b-value plays an important role in estimating the largest inferred magnitude m*.

The AppIication of The Modified Form of Bith's Law to Turkey

We applied modified form of Bath's law by considering 14 large earthquakes in and near boundary neighbors of Turkey. These earthquakes occurred between 1900 and 2004. The data are provided by Bogazici University Kandilli Observatory and Earthquake Research Institute (http:!hNww.koeri.boun.edu.tr) [12]. The 14 earthquakes considered had magnitudes inms

26.1 .

The important point is that they were sufficiently separated in space and time so that no aftershock sequences overlapped with other mainshocks. Earthquakes form a hierarchical structure in space and time. Therefore, in some cases it is possible to discriminate foreshocks, mainshocks, and aftershocks. But, generally this c1assification is not well defined and can be ambiguous. One of our main problems in the study of aftershocks is to identify what is and what is not an aftershock [13]. To specify aftershocks we defined

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Sibel Ebru Yalcin, Levent Kurnaz

space and time windows for each sequence. In each case we consider a square area centered on the mainshock epicenter. The line ar size of the box is taken to be of the order of the linear extent of the aftershock zone

L,

which scales with the magnitude of the mainshock mms aSL=0.02 *100.5mms km [14]. Time intervals of 92, 183,365, 730, and 1095 days are taken except Burdur, Plovdiv, Turkey-Iran Border, Canakkale-Yenice, Mus-Varto, Adapazari-Mudurnu earthquakes. it should also be noted that for all 14 earthquakes we took

mL'

Richter magnitudes. The frequency-magnitude statistics for each case are shown in Figure 2.

BURDUR 03-0ct-1914 :::::::::::::f:::::::::::::f:::::::::::::!::::::::::::, :::::::::::::T:::::::::

*

mrrs =6. 9

'ti"Eu

r~m9:daYSm

m~~~~h_mimnm_m-inmm~m~:mh~-~~~~~T--~umurmmmurmmmmrumm~u u ~~~~~~~~~-~;-n~~n~_m -;---~n n~;_h~~~~u m -;--- ---m"r m"u, m u -r ---n -, _h_nl-,n~n --n ---, , , , , , , , , , , , , , , i , i i , i , -======= ===== F========== ==r========= ===t======== =====~========- --= =1======= ==== ==~=== === ===== ==~== = = ===== ===-::_::::::::::f:::::::::::::f:::::::::::::i::::::::::::: 1::::::::: -::: 1::::::::::::: 1:::::::::::::~:::::::::::::

.,- u - - u.,.,., .,--r -.,.,- -,--.,'-h - ~r --.,h -.,., - ~ -- ~r"" __:-OC- h - h -i-" --- --:---Jr --- n - -- - -- --1-n - -- - -~ - - - --'t -., - - - -

--uf+luLuiurr

-nh h ha--)--r ---~-r-" -- -u_uh -r ---",n ----"1---n_~-~n 1~ ~~-u_~-~1~----~- --i ~- - ~- ~- -

----o ii ,i ii ii ,i ii ), , , , i i i , , i i i i i , , , i i i i , n • __ ::-:: :::::f :::::::::::::;:-:::::::::::~:::::::::::::~::~_ -::::::~:::::::

:::*:__

o 2 345 Magnitude (m) 6 7

8

(5)

The AppHeation Of The Modified Form of Bath's Law To The Noith AnatoHan Fault Zone (NAFZ), Aegean Graben System and eyprus Are Zone

PLOVDIV 18-Apr-1928 m =7.0 rrs

*

UU)UUUUUuum ~

~~::~~s

: i O 365 days jm----m--r--~ O 730 days

b)

"

m~'--mma--,

*

~_mm_ ==========:1======= ==== =j==== = == ==== ==t=== =====::::j::::===== :- i. .• _ 10° O 1 2 345 Magnitude (m) 6 7 8

TURKEY-IRAN BORDER 06-May-1930

8 7

*

mrrs=7.6 D 92 days ,6, 183 days _::~::::::i::::::*:: 6 -"-mi---E3m----345 Magnitude (m) 2

c)

m •••••.••••••

m:~

, ,

••.••••••

, , O

(6)

Sibel Ebru Yolein, Levent Kurnoz GOMA Tl 26-Sep-1932

*

D /", O O m =7.1

·i

92~ayS .~ 183 days

·i

365 day s .1 730 days 1095 days i _

'hO.

h:u:::i:u::::.:::::~:::.:::::::.

d) .

,

...

!~*u

mm .Lu m .::!:::::::: ..o.:f:m::::::u:t::::::u::::L:::.::: ..o ,---1--- 0

O 1 2 3 4 5 Magnitude(m) 6 7 8 CANAKKALE-YENICE 18-Mar-1953 _____________ , .l L l. , _ ::::::::::::~:::::::::::::;:::::::::::):::::.:::)::::::::::::(:::::::::1

*

mlll3=7.2 , , , , , i ..::: :::::::} ::::::::::: :]: ::.:: ..:i i ····r·o•, :0.::: .. :::.: :.. : ::::.:}:::i i :::: ... ; .. ~ ...i oo~~.~oa~~, .... i i , i i i i , t i i i , \ , i , i , r , ____________ -1 .• ~ • -i . .• +- _ , " 'i t i " "t , " " i " " , " " , i , i , , , ____________ -' .1 '- . 1.- -'- -' "-.1 1.. _ i 1 i i , , , . , , , , , , i i i , i , , , , , i , L , , i i i , , , i \ , i , , , , , i , , , , i i i i , , i i ,i" i , i i , , F, , tl' " , , 'i 'I - -- - - --i- -- --- - - --"t - - - -- -- - - -..-- -- - -- - - --~..- - -"t - --- ----..- -- ---, , i i , i i ---,---1---r---r--- ---,---1---r---, i i , , i i ---,---T---·--·-r---r--- ----,---"L---r---f i i i i i i ____________ ...1 -' 1.. 1.. ...1 -' 1.. _ , i i , , i i , • i , i i i ---1--- -+ >- •••• --1---+--- >- _ i i i , , i , i • i' i' _____________ 1 -'__ -' 1.. 1.. , -' 1.. _ • i i' i i i i I' i i i i I' I' _____________ ,i . -1 1" 1.. , -1 1.. _ i i , i i , i i i , i , i , i i i i i , i i , i i i , i i , , i i , ---1---,---,---, --- -i ---- -,--- - --- --- ---i i , , i , , ii i , i , i i' i i i i mm eTmnnnm im

i

un rmm mm u, uim n .:::::::::::~:::::::::::::j:::::::::::::t:::::::::::::t::::::::::::~:::::g::.·:j:::::::::::::t*:::::::: O 1 2 345 Magnitude (m) 6 7 8

(7)

The Application Of The Modilied Fonn of Bath's Law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and Cvnrus Are Ione

BOLU-ABANT 26-May-1957 92 days 183 days 365 days 730 days 1095 days

o

O [> , ---I

*

m =7.1 u---:+::::::::::T::::::- rm ···1 ••··•••.•••••] .••••••. i , _

t) ...

&

nnn"

n .

_n -::::t:-u::: ::f:_:-- _::-:::i:-:::-::::::J:- --:::::::L::::::::::-"--:- mn"mmn ---o 1 2 345 Magnitude (m) 6 7

8

MUS-VARTO 19-Aug-1966

8

7 m =69 rm .

*

6 :

.:

---~---_.-----...,- --- ---.... ---l--- ~_--_--_---____ J ~ _ -::::~-::::::::-:::1:::::::::- O 92 days

Lin

6

183day,]

, -- mnm~mnm u i- ---mm-r-mum _______ninnu_uun~_ n_unun : : , , , , : , ..1 , __ , , , , , , , , , , , , : , 3 4 5 Magnitude (m) 2

g)

o

(8)

Sibel Ebru Yolein, Levent Kurnoz

ADAP AZARI-M UDURNU 22-Jul-1967

]

~ -- u ~ m ~~

:~:::::~:::::::::::+~:

wm

"~ ~ 'u_u~~_ , 'uuuu , r j::::::~:::u:~u_:_:::_;:~i ' -.

:::~~~:::+::-:::m::F::::::: [

, , : ~ --:L_m_m~+ __um~:~ : .- - --~- - - -

---

E 1\

Z

o 2 345 Magnitude (m) 6 7 8 THESSALONIKI 20-Jun-1978 ::::::::::::: f:::::::::\f::::::::::::: 1::: ::::::::::;: :::::::: ::::j::::::: :~~

-"*~--~~=~6:1~-

~~~

D

D

() O [> j ...i -!~~---~ E ~

z

o 2 3 4 5 Magnitude (m) 6 7

8

(9)

The Applieation Of The Modified Form of B.ith's Law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and (yprus Are Zone

RACHA 29-Apr-1991 m =6.2 ms 92 days 183 days 365 days 730 days 1095 days

o

O [>

o

Le,

*

~- - - i

J) ..

: -m-nL---n::::::!::::---:::i::--

,

.

::~ :

bnm'.

~ _

mu.. m

--= t==--- n __-< _ o 2 345 Magnitude (m) 6 7 8 CYPRUS 09-0ct-1996

IUnlm}miimr

u ~~i~;mn

---i---: : : : O 730 days ,... E /\

Z

O 2 345 Magnitude (m) 6 7 8

(10)

Sibel Ebru Yalein, Levent Kurnaz

ADANA-CEYHAN 27-Jun-1998

__n

--::::r:---:::~::j-~~~~~~_~~~~I:::::::

C_nu_u u u -,--u ---,--

:

;2~:;~31

-L

_i m __Ln

L

6

183 days

'---L---h---L---m- O 365 days

, i i iu uu L O 730 days

---m---r---u---T---i--, , i ---Ti ii i> 1095 days

1 , i i , , i i i i i , , i i i 1 i i i , i i , i i i i , i i i i i , i , , i i , ,

IIlloll'

---!)L---u ---ur--u u u

+

h_ -n __---lu ---

-u -

_~h -u u_+ ---- -

-+---i i i i I' i , I' i i , , " i i i i I' r i _:::::::::::~:::::::::::::!:::::::::::::~:::::::::::::!:::::::::::::;: _: :::::::::~: .• :::::::;:::::::::::: O 2 3 4 5 Magnitude (m) 6 7

8

KOCA.ELI-GOLCUK 17-Aug-1999 ---1--- ....--- ..--- ....--- ..--- ....

---i•••

••••

•••••

i•••••••••••

~l·.·.·~

••

l••••••

••••

·.i .

10' •

t"""",,,Lc,,,.

"",L.

"""",L""""."Lc""""",,,,,,, ,

O

365~"ys

::::::::::::L:~;:_:~~:~;~f~;,

-:::::::T:::::::::::i=:::::::::::f:::::: O 730 days

u:+::::::::::T:::::::::::~:::::::: i> 1095 days

~---:---:----'---~~,---~,---.,---,...---,---,.---i , , ,

--i , i , i , 1 , , , i , i , , , , i , , i i _____ . -1 l- ~ .._ .•• -i i- -i l- _ ____________ •.•• •• ._••.•• -4 ••• •.•• 1- _ ____________ -I J.. ._.) 1 , 1 J.. _ ____________ .) .__ l ·_-' 1 L- 1 l _ , , , , , , , --- ---;---0---...,---- ----.,--- •... ---;---,...---, i i , , i , - - --.- - - ,- - .-.--.~- ---- ~- r --- - - - .---:----:--,-- --- ---,-- - - - - -r- - - - .- - - -,- - - - - - - - -r - - - - - - - - --, i i , i i , ---,---r---,---, 'I -,---r---,---r---i'. ____ -'. ...:_1-I' -' 1- -' 1- _ i" , i i i i , j i i i" ---;---0--- ...•--- ---0---.,--- 0- _ , i i , i i • 101 k:::::::::::j:::::::::::::l::::::::::::J:::::=::::=::L:_ -:::::l:=::::=::=::L::::::::=:::i :::=::::::: _ ____________ -' 1- ••.•• -' 1- -' 1- _ ____________ J, li .J, 1 L 1 , _ i i i i - --,-- -- ---,---·---,---1---

----r---1---,---

~:~:~:~#t~>-::-:T:~:::~:~~~T:::::::::::j:-:::::::-j:~::#~j::::-:-:~:~:-[::~~-~:>-10° _c::: c:::::: L::::::::::::l::::::::::::j:::::::::::::l::::::::::::,l::::: __::: _i::::::::::::,l :::.:::::_ O 1 2 3 456 7 8 Magnitude (m)

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The Applieation Of The Modified Form of Bath's Law To The North Anatalian Fault Zone (NAFZ), Aegean Graben System and (yprus Are Zone

DUZCE 12-No'v'-1999 4 10 92 day s 183 day s 365 days 730 days 1095 day s m =7.2 ms

o

O i> D 6.

*

"

'\

i\

, , ____________ .1 ..J ~ .J , _ i i " i i , ti, , i i , , i , , ---- --- --- T ---~ ---- -••• ---- ---r ---- ---, --- - --- -- -- --,---- -- --- ----r--- -- --- ----T -- ---- -- - ---i j , , l , i , i i , , i i i , i , , i i i i , r , ) i i , i i , i t --- .•--- ...•---..---- ---- .•---,---1"---.,---T--- ...•---.--- ----;---,---1"---,---____________ -J. -l l- --_-1 • • \.. .• _ ___ ~~~ __~~ __ _+~~ ~~~ ~-1 ~ l- .• , ~ L .• _ , , J , , , , --- --- T---,---J--- ~---,---r---"i---____________ ..l -' L , 1. .1 _ , ,! ,i, ____________ ..L -' 1.. "' __ ~_~ r L ~ .1 _ , " '" , , , , , , r - - --- - -- - ---T-- - - -- -- --- -,- - - -- - -- ---I' -~ - - - --- --,- - - ---- -,- - - -~-- -- --- - r ~-- ~- --- --- -,--- - -- - - - ---i i , i i \ i , i , ri) J ---- - - - -- - -- f -- - - --~- - - ~-- - - - -- - -~- - -:-- - - -- - -- -- ~- - - -:-- - --- - --- - - - ~- -- - -- -- --- -f -~ - - - - - - --101 k:::::::::::j:::::::::::::f::::::::::::J::::::::::::;:::::::::~ i·-:::::::::::l::::::::::::;::::::::::::

~~~~~~~~~:~~;~~~~~~:~~~~:~~

~~:~:~~~~~~~~

~~~~~~~~:~:T: ~~~~~:~::

:i::-: ~~~~~~~~~~:~~:~~~~~~~:

1~:~~~~~~~~~~

- -.-- - - -- - - -- +---- -- - - - --- -:--- -- - -- -- - - .-;-- - - - ---- - - -- ~- --- - - --- -:-- - - - --- - - ~- -- - -- -- - -- -f -- - - --~

-~-____________

!__

nm + +u j u_+--ta- u--f-u---mu-j-u-u-uu-10° _::::::::::: 1::::::::c:::J:::: ::::::::J:::::::c::::J::::::::::::ci::::::0: :::::::::::::::::J. :::::::_ O 1 2 3 456 7 8 Magnitude (m)

Figure 2. Frequency-magnitude distribution of Burdur (a), Plovdiv (b), Turkey-Iran Border (c), Gomati (d), Canakkale-Yenice (e), Bolu-Abant, (t) Mus-Varto (g), Adapazan-Mudurnu (h), Thessaloniki (i), Racha (j), Cyprus (k), Adana-Ceyhan (1), Kocaeli-Golcuk (m), and Duzce (n) earthquakes with magnitudes greater than m. The straight lines are the best-fits of equation (5) to data. The time period of 92 days following the mainshock was used for Burdur (a), Canakkale-Yenice (e), Adapazari-Mudurnu (h) earthquakes. The time periods of 92 and 183 days following the mainshock were used for Turkey-Iran Border (c) and Mus-Varto (g) earthquakes. The time periods of 92, 183, 365, 730 days following the mainshock were used for Plovdiv earthquake. The time periods of 92, 183, 365, 730, and 1095 days following the mainshock were used for the other earthquakes.

it should be noted that these 14 earthquakes take place on different fault zones in Turkey. So, we needed to make a c1assification for them with respect to their place. The

a,b,l1m,l1m*,mms,masmax,m*,l1m* values forthese earthquakes are given in Table 1 and

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Sibel Ebru Yalein, levent Kurnaz

Table 1

Summary of the Data and Results

Earthquake Date (mm/d d/yy)a b

Burdur 10/03/14 1.28±0.026.94±0.09 Plovdiv 04/18/28 0.68±0.034.1l±0.17 Turkey-Iran Border 05/06/30 0.9l±0.035.48±0.14 Gomati 09/26/32 0.85±0.025.27±0.13 Canakka1e- Yenice 03/18/53 0.83±0.024.79±0.12 Bo1u-Abant OS/26/57 0.61±0.013.83±0.05 Mus-Varto 08/19/66 0.93±0.055.18±0.25 Adapazan-Mudumu 07/22/67 1.20±0.04 6.56±0.19 Thessa10niki 06/20/78 0.81±0.054.38±0.14 Racha 04/29/910.95±0.035.12±0.16 Cyprus 10/09/96 1.11±0.015.99±0.07 Adana-Ceyhan 06/27/98 0.67±0.033.52±0.13 Kocaeli-Golcuk 08/17/99 0.9O±O.034.94±0.15 Duzce 11/12/99 0.83±0.024.98±0.09 Table 2

Summary of the Data and Results

Earthquake Date mms mas max ilm * ilm* (mm/d d/yy) m Burdur 10/03/14 6.9 5.2 1.7 5.44±0.111.46±0.11 Plovdiv 04/18/28 7.0 5.6 1.4 6.03±0.380.97±0.38 Turkey-Iran Border 05/06/30 7.6 6.3 1.3 6.03±0.241.57±0.24 Gomati 09/26/32 7.1 5.9 1.2 6.18±0.190.92±0.19 Canakka1e- Yenice 03/18/53 7.2 5.4 1.8 5.79±O.221.4l±0.22 Bo1u-Abant OS/26/57 7.1 5.9 1.2 6.25±0.120.85±0.12 Mus-Varto 08/19/66 6.9 5.3 1.6 5.58±0.391.32±0.39 Adapazan-Mudumu 07/22/67 7.2 5.4 1.8 5.45±0.231.75±0.23 Thessa10niki 06/20/78 6.1 4.7 1.4 5.40±0.350.7o±O.35 Racha 04/29/91 6.2 5.0 1.2 5.40±0.230.80±0.23 Cyprus 10/09/96 6.8 5.3 1.5 5.38±0.091.42±0.09

--

--

Kocaeli-GolcukAdana-Ceyhan5.25±0.285.50±0.271.21.65.15.81.05±0.281.90±0.276.37.4 06/27/9808/17/99 Duzce 11/12/99 7.2 5.4 1.8 6.03±0.181.17±0.18 256 _____________ .. _n .. _____________ ____ .. ____ n __.. _ .. _____________ .. ________

(13)

----The Applieation Of ----The Modified Form of Bath's Law To ----The North Anatolian Fault Zone (NAFZ), Aegean Graben System and Cyprus Are Zone

2 ru ---:u -uu u_U -u _uu _;uuu u_uu u _u_

, , ,

.

18~m __m-+m_m __._mmm mmum:mu~m_!_ mu+u_Lmm

1.6~ m_~_mum_;muum mumm~mOm~ m_)mum_0 u m-.

i: dJ:::'

• E 1.4t---n)m-mmi-mum- -mm-u+uu~_n$_m __mtm_mu;m

" ,

.'

, ,

<i•.• ::'i'i ::::'I'i i , r,.LjJ

r , j

" ) i "

E 1 2 lt- E3; - mmmu~mumu~u_@_~mum_;uuuuu~

<i . muuu: "m m_:mmm :"i, : __ : :)

\ i 'I" i :

.

: ::::: 1i-- - -m_---f - - - -u -iuu --- -u ---+ ---

iu

--n -mfu ---i --u ----h~ :: ::

.:

: : :: ::

.:

: : i i "'" 0.8 ~---m ---.- ---i-- --u ---- ---mL-h u --u -~m -_---__~-_--_-m-i __u uJ i i i i , i , 'i 'i'"

.::

ii ii :::::"'"i') t , t i i i ! i , 7.6 7.4 7.2 7 6.6 6.4 6.2 6 6.8 in ms

Figure 3. Dispersion of the magnitude differences Am and Am' on the mainshock magnitude mmsfor the 14 earthquakes considered. in 14 earthquakes three ofthem have a magnitude of mms=7.2. Two of them have magnitude of mms=6.9 and two of them have magnitude of mms=7.1. Because of preventing the coincidences in this figure square, circle, and triang1e were used. D, O, Ll correspond to Am value .• , ., .•. correspond to Am' value

2

rm---rm---T---rn-h--i--umur---:-U---T---U-,.>

i

'

'

'

'

'

'Tmnn , nnmrmn!mnm,mmm!mm !'n ,Lmn,,_/~---" 16>

i ' ' ' ' , __

.mmn" ,J , nn',

i...• '

,nnnni:;;)-« n,nnm ! 1 4 [

i

'

'

,,'"

'

'

'

,uuu_u, •. mmutuum+-m~~-~~-.: f .: : f f E i' ,,' _uu " ' '

..,

1 2

i ,~_,

i "," ,

'

;

'

,'mm; mn.,

'

'

u,, u,' . mU~1~uuuL-:,," ,uu_'u' : '' :' :' :' :'

i

i ; nmninnn inmimm' i i

H

'

'

'

'

'

.n m 'n

,

nmn. ",' nnm.mmfmn in,

l

mml mn :

Ds>i

'

'

'

'

'

'

,mm , mm InmJ:nm.mn ',.nn.,

i

nf nnmmm,

i

'm m 1.1 1.2 1.3 1.4 1.5 1.6

Am

1.7 1.8 1.9 2

Figure 4. The relation between L1m and L1m'.It shows the dependence of the inferred magnitude difference between the mainshock and the largest aftershock L1m' on the actual magnitude differences L1mbetween the mainshock and the largest observed aftershock. in Figure 4, line 1 shows the harmony of our data with the Bath's Law. Line 2 corresponds to y=x line and shows the harmony of our data with the Modifed Form of Bath's Law.

(14)

Sibel Ebru Yolein. Levent Kurnoz

Classifying Earthquakes According To Fault Zones

Because Turkey has many fauh zones that have different properties, we did not evaluate aIl14 earthquakes in the same category. We tried to make a classification among them with respect to their mainshock epicenter. Turkey is located on the relatively smaIl Anatohan plate, which is squeezed between three other major tectonic plates, the north-moving African and Arabian plates located to the south, and the south-moving Eurasian plate located to the north. The combination of these plate movements is forcing the Anatohan plate to move west into the Aegean Sea. This movement produces fauh structures at the boundary between the plates, most significantly the North Anatohan Fauh Zone (NAFZ) and the East Anatohan Fauh Zone (EAFZ).

According to our classification, six earthquakes take place on the North Anatohan Fauh Zone (NAFZ). Theyare Canakkale-Yenice, Bolu-Abant, Mus-Varto, Adapazari-Mudumu, Kocaeh-Go1cuk, and Duzce earthquakes. One earthquake is on the East Anatohan Fauh Zone (EAFZ). it is Turkey-Iran Border earthquake. One earthquake is in Georgia. This is the Racha earthquake. Four earthquakes take place on Aegean Graben System. These are Burdur, Plovdiv, Gomati, Thessaloniki earthquakes. And finaIly two earthquakes are on Cyprus Arc Zone. Theyare Cyprus and Adana-Ceyhan earthquakes.

For the earthquakes that are on the North Anatoha Fauh Zone (NAFZ), the mean of the differences between mainshock and largest detected aftershock magnitudes is ~rn

=

1.63 with a standard deviation o'örn =0.23 The mean of the inferred values of ~rn* obtained

*

from the best fit of equation (5) is ~rn =1.20 with a standard deviation

0'-.

Örn =0.08. in addition for these earthquakes the mean of b values isb =0.72 with a standard deviation

O'b

=

0.01.

For the earthquakes that are on Aegean Graben System, the mean of the differences between mainshock and largest detected aftershock magnitudes is ~rn =1.43 with a standard deviation crÖrn = 0.21 The mean of the inferred values of ~rn* obtained from the

*

best fitof equation (5) is ~rn =1.30 with a standard deviation

0'-.

Örn =0.09 . in addition for these earthquakes the mean ofb value s is b

=

0.98 with a standard deviation O'b

=

0.01.

For the earthquakes that are on Cyprus Arc Zone, the mean of the differences between mainshock and largest detected aftershock magnitudes is ~rn =1.35 with a standard

*

deviation o'Örn

=

0.21 The mean of the inferred values of ~rn obtained from the best fit of

*

equation (5) is ~rn =1.39 with a standard deviation

0'-.

=0.09. in addition for these

Örn

(15)

The Applieation Of The Modified Fonn of Bath's Law To The North Anatalian Fault Zone (NAFZ), Aegean Graben System and (yprus Are Zone

Partitioning of Energy Among Mainshock and Aftershock Sequences

Seismologists have more recently developed a standard magnitude scale that is called the moment magnitude, and it comes from the seismic moment. To understand the seismic moment, we need to go back to the definition of torque. A torque is a force that changes the angular momentum of a system. it is defined as the force times the distance from the center of rotation. Earthquakes are caused by internal torques, from the interactions of different blocks of the earth on opposite sides of faults. it can be shown that the moment of an earthquake is simply expressed by:

(Moment) = (Rock Rigidity) x (Fault Area) x(Slip Distance)

Taking Mo=Moment, Jl=Rock Rigidity, A=Fault Area, and d=Slip Distance; We can write:

MO =f.lAd

Both the magnitude and the seismic moment are related to the amount of energy that is radiated by an earthquake. Radiated energy is a particularly important aspect of earthquake behavior, because it causes all the damage and los s of life, and additionally, it is the greatest source of observational data. So, the seismic radiated energy is an important physical parameter to study on earthquakes. The relationships between the radiated energy, stress drop, and earthquake size provides information about the physics of the rupture process. Richter and Gutenberg, developed a relationship between magnitude and energy. Their relationship is:

logio[E(m)]=~m+l1.82 (6)

it should be noted that in this relation E(m) is not the total "intrinsic" energy of the earthquake. it is only the radiated energy from the earthquake and a small fraction of the total energy transferred during the earthquake process. We can write this equation in this form [3, 16J,

logio [E(m)J =~m2

+

logio Eo (7)

with Eo

=

6.3 xl 04J .Our aim is to determine the ratio of the total seismic energy radiated in the aftershock sequence to the seismic energy radiated in the mainshock.

This relation can be used directly to relate the radiated energy from the mainshock Ems to

the moment magnitude of the mainshock mms,

We calculated the energy ratios in two ways:

The First Calculation Method To Find The Energy Ratio Among Mainshock and

Aftershock Sequences:

The total radiated energy in the aftershock sequence Eas is obtained by integrating over the distributions of aftershocks. [3J. This can be written

(16)

Sibel Ebru Yalem, Levent Kurnaz

m max

Eas

=

aSf-00 E(m) (_

dN)

dm

dm

(9)

Taking the derivative of equation (2) with respect to the aftershock magnitude mwe have

dN =-b(lnlO) lOa-bm dm (10)

Putting equation (10) into equation (9) gives

m max

Eas =b(lnlO) 10a aSf E(m) lO-bm dm (11)

-00

in addition, if we tum back to equation (8) and put ino equation (11) we get

m max

Eas = b(ln

10)

10a EO aSf lO(3/2-b)m dm (12)

-00

Then we take this integral and we find

E = 2b E lOa 10(312

-b

)masmax

as

(3-2b)

O

(13)

To find the ratio of the total radiated energy in aftershocks Easto the radiated energy in the mainshock Ems we divide equation (13) to equation (8), Then we get the result

E as

E ms

10-3/2 (mms-masmax) (14)

We know that !1m= mms - mas max so equation (14) takes this form:

10 -

3/2 f1

m (15)

From equation (15) the fraction of the total energy associated with aftershocks is given by

1

1+ (3;:b) 103/2f1m 10-(a-bmasmax)

(16)

For the 14 earthquakes considered in the previous section we had put the b, a, !1m,

and mas max value s to equation (16) individually. Our aim is to find Eas value s for

Ems +Eas

(17)

=0.009 The Applieation Of The Modified Fonn of Bath's Law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and

Cyprus Are Zone

Table 3

Summary of the Data and Results for Energy Values That Were Taken From The First Energy Calculation Method.

Earthquake

b

max ilmEas

a Ems +Easmas

Burdur 6.94±0.09 1.28±0.025.2 1.7 0.031 Plovdiv 4.1l±0.17 0.68±0.035.6 1.4 0.013 Turkey-Iran 5.48±0.14 0.91±0.036.3 1.3 0.010 Border Gomati 5.27±0.13 0.85±0.025.9 1.2 0.036 Canakkale- Yenice 4.79±O.12 0.83±0.025.4 1.8 0.005 Bolu-Abant 3.83±0.05 0.61±0.015.9 1.2 0.018 Mus-Varto 5.18±0.25 0.93±0.055.3 1.6 0.011 Adapazari-6.56±0.19 1.20±0.045.4 1.8 0.010 Mudumu Thessaloniki 4.38±0.14 0.8l±0.054.7 1.4 0.034 Racha 5.12±0.16 0.95±0.035.0 1.2 0.060 Cyprus 5.99±0.07 1.11±0.015.3 1.5 0.020 Adana-Ceyhan 3.52±0.13 0.67±0.035.1 1.2 0.016 Kocaeli-Oolcuk 4.94±0.15 0.9O±O.035.8 1.6 0.003 Duzce 4.98±0.09 0.83±0.02504 1.8 0.008

For the earthquakes that are on NAFZ, we find the mean energy

Ems + Eas

with a standard deviatian ap: = 0.005 . Consequently, we find that for these earthquakes on average about 99.1 per cent of the available elastic energy is released during the mainshock and about 0.9 per cent of energy is released during the aftershocks.

For the earthquakes that are on Aegean Graben System, we find the mean energy

Eas = 0.029 with a standard deviatian ap:= 0.011. Consequently, we find that

Ems

+

Eas

for these earthquakes on average about 97.1 per cent of the available elastic energy is released during the mainshock and about 2.9 per cent of energy is released during the aftershocks.

(18)

Sibel Ebru Yalcin, levent Kurnaz

E

as =0.018 with a standard deviation <YE=0.003. Consequently, we find that

Ems

+

Eas

for these earthquakes on average about 98.2 per cent of the available elastic energy is released during the mainshock and about 1.8 per cent of energy is released during the aftershocks.

The Second Cakulation Method To Find The Energy Ratio Among Mainshock and Aftershock Sequences:

Additionally, from the study of Turcotte and Shcherbakov in 2004 [3,4], we derive the

*

same relationship in terms ofb and I1m values.

The total radiated energy in the aftershock sequence Eas is obtained by integrating over the distributions of aftershocks [3,4], This can be written

* m ( dN) Eas = J E(m) - dm dm -00 (9) (22)

Taking the derivative of equation (5) with respect to the aftershock magnitude m we have

dN =-b(ln 10)

i

ob(mms-L'imO_m)dm (17)

Putting equation (17) into equation (9) gives

*

Eas=b(1n1O) 1Ob(mms-L'im*)

1

E(m) lO-bm dm (18)

-00

in addition, if we turn back to equation (8) and put it to equation (18) we get

*

Eas

=

b(lnlO) 10b(mms-tim*) EO

1

io(3/2-b)m dm (19)

-00

Then we take this integral and we find

E = 2b E 1O{3/2-b)m*1Ob(mms-L'im*) (20)

as (3- 2b) O

Using equation (4) we find

E =~ E 103/2(mms-L'im*) (21)

as (3-2b) O

To find the ratio of the total radiated energy in aftershocks Eas to the radiated energy in the mainshock Ems we divide equation (21) to equation (8). Then we get the resu1t

~=

2b io-3/iL'im*

E ms (3 - 2 b)

If we further assume that all earthquakes have the same seismic efficiency (ratio of radiated energy to the total drop in stored elastic energy), then this ratio is also the ratio of

(19)

The Applieation Of The Modified Fonn of Bath's Law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and (yprus Are Zone

the drop in stored elastic energy due to the aftershocks to the drop in stored elastic energy due to the mainshock. From equation (22) the fraction of the total energy associated with aftershocks is given by (23) Eas Ems +Eas 1 1+ 3-2b 103/2 tim· 2b

For the 14 earthquakes considered in the previous section we had put the b and Dm· value s to equation (23) individual1y. Our aim is to find Eas values for 14 earthquakes

Ems +Eas

considered. The obtained results are summarized in Table 4.

Table4

Summary of the Data and Results for Energy Values That Were Taken From The Second Energy Calculation Method.

Earthquake dm* b Eas Ems +Eas Burdur 1.28±0.021.46±0.110.036 Plovdiv 0.68±0.030.97±0.380.028 Turkey-Iran Border 0.9l±0.03 1.57±0.240.007 Gornati 0.85±0.020.92±0.190.052 Canakkale- Y enice 0.83±0.02 10.009Al±0.22 Bolu-Abant 0.6l±0.01 0.85±0.120.035 Mus-Varto 0.93±0.05 1.32±0.390.016 Adapazari-Mudurnu 1.20±0.04 1.75±0.230.009 Thessaloniki 0.8l±0.05 0.70±0.350.095 Racha 0.95±0.030.80±0.230.098 Cyprus UL±O.OLlA2±0.090.021 Adana-Ceyhan 0.67±0.03 1.05±0.280.021 Kocaeli-Golcuk 0.8l±0.04 lA9±0.340.007 Duzce 0.83±0.02L17±0.180.021

=

0.015 For the earthquakes that are on NAFZ, we find the mean energy

Ems

+

Eas

with a standard deviation GE

=

0.012. Consequendy, we find that for these earthquakes on average about 98.5 per cent of the available elastic energy is released during the mainshock and about 1.5 per cent of energy is released during the aftershocks.

(20)

Sibel Ebru Yalein, Levent Kurnaz

E

as = 0.053 with a standard deviation (JE = 0.030. Consequent1y, we find that

Ems

+

Eas

for these earthquakes on average about 94.7 per cent of the available elastic energy is released during the mainshock and about 5.3 per cent of energy is released during the aftershocks.

For the earthquakes that are on Cyprus Are Zone, we find the mean energy

E

___ as__ = 0.021 with no standard deviation. Consequently, we find that for these

Ems + Eas

earthquakes on average about 97.9 per cent of the available elastic energy is released during the mainshock and about 2.1 per cent of energy is released during the aftershocks.

Conclusions

Earthquakes occur in dusters. After one earthquake happens, we usual1y see others at nearby or identicallocation. Clustering of earthquakes usually occurs near the location of the mainshock. The stress on the mainshockls fault changes drastically during the mainshock and that fault produces most of the aftershocks. This causes a change in the regional stress, the size of which decreases rapidly withdistance from the mainshock. Sometimes the change in stress caused by the mainshock is great enoughto trigger aftershocks on other, nearby faults it is accepted that aftershocks are caused by stress transfer during an earthquake. When an earthquake occurs there areadjacent regions where the stres s is increased. The relaxation of these stresses causes aftershocks [3, 17, 18, 19,20,21,22].

Several scaling laws are also found to be universally valid for aftershocks [2, 3, 4]. These are:

(1) Gutenberg-Richter frequency-magnitude scaling (2) Bath's law forthe magnitude ofthe largest aftershock

(3) The modified Omori's law for thetemporal decay of aftershocks

in this article we are using both Bath's lawand G-R scaling. Our aim is to find an upper cutoff magnitude m* for agiven aftershock sequence. Using relation (3), we get related a and b values in the G-R scaling. Bath's law states that, to a good approximation, the difference in magnitude between mainshock and its largest aftershock is a constant independent of the mainshock magnitude. We obtain value s for the difference between the mainshock magnitude mms .and the largest detected aftershock magnitude masmax for the 14 large earthquakes. This difference is known as /}.m and we also obtain value s for the

difference between the mainshock magnitude mms and the "largest" inferred aftershock

This difference is known as /}.m·.

A modified form of Bath's law was proposed by Turcotte and Shcherbakov in 2004. They considered 10 large earthquakes that occurred in Califomia between 1987 and 2003 with magnitudes equal to or greater than

illms

~ 5.5. According to their theory the mean difference in magnitudes between these mainshocks and their large st detected aftershocks is 1.16

±

0.46. This result is consistent with Bath's Law. They found the mean difference in magnitudes between the mainshocks and their largest inferred aftershocks is 1.11

±

0.29 .

(21)

The Applieadon Of The Modified Fonn of Bath's Law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and (yprus Are Zone

found that about 96 per cent of the energy dissipated in a sequence is associated with the mainshock and the rest (4 per cent) is due to aftershocks. Their results are given in Table 5. During their cakulation process they did not make any classification among these ten large earthquakes that occurred in Califomia. We appIied the Modified Form of Bath's Law to our 14 large earthquakes that occurred in and near boundary neighbors of Turkey. We followed the same cakulation process. But we also made additional analysis on these earthquakes. Because Turkey has different fault zones, we needed to make a classification among all 14 earthquakes. According to our classification, six earthquakes take place on the North

Anatolian Fault Zone (NAFZ). Four earthquakes are on Aegean Graben System. Two

earthquakes take place on Cyprus Are Zone. One earthquake is on the East Anatolian Fault Zone (EAFZ), and one earthquake is in Georgia.

Table 5

Summary of the Results of Turcotte and Shcherbakov

Parameters Turcotte and Shcherbakov

~m 1.16 ± 0.46 ~m * 1.11 ± 0.29 Eas 0.038 Ems + Eas Table 6

Summary of Our Results

Parameters Aegean GrabenCyprus AreNAFZ System Zone ~m 1.63 + 0.231.43 + 0.211.35 + 0.21 ~m* 1.20±0.081.30+0.091.39+0.09

Eas Ems + Eas

0.015 0.0300.021

Table 6 shows all results that we got from this study. According to Table 6, for the North Anatolian Fault Zone (NAFZ), a large fraction of the accumulated energy is released in the mainshock and only a relatively small fraction of the accumulated energy is released in the aftershock sequence. The results of Turcotte and Shcherbakov are for the ten earthquakes in CaIifomia on the San Andreas Fault Zone. Although SAFZ (in Califomia) and NAFZ (in Turkey) have the same seismic properties, the released energy during the mainshocks in the NAFZ is much greater than the released energy during the mainshocks in the SAFZ.

*

Additionally, Figure 4 gives us the relation between ~m and ~m . in this figure, line 1 shows the harmony of our data with the Bath's Law. According to Figure 4, our data do not show harmony with the Bath's Law. Bath's Law states that the difference in magnitude between a mainshock and its large st detected aftershock is constant, regardless of the mainshock magnitude and it is about 1:2 [3,4, 7, 8]. But in Figure 4, only four earthquakes

(22)

Sibel Ebru Yolein. levent Kurnoz

have ~m value s equal to 1:2. The other ten earthquakes have ~m value s greater than 1:2. Consequently, only 29 per cent of our data show harmony with the Bath's Law. The rest part (71 per cent) of our data do not show harmony with the Bath's Law.

The constancy of the differences in magnitudes between mainshocks and their largest aftershocks is an indication of scale-invariant behavior of aftershock sequences. in Figure 4, line 2 shows the harmony of our data with the Modified Form of Bath's Law. This line corresponds toy =x line. If the Modfied Form of Bath's Law gaye us perfect results, ~m

and ~m* values would be close to each other along this line. Hence, they would be the near of line 2. But in Figure 4, only two earthquakes take place on the upper side ofthis line. The remaining 12 earthquakes take place on the 10wer side of this line. Consequendy, our data do not show harmony with the Modified Form of Bath's Law.

The other important conclusion is that we know most of the energy is released during the mainshock. Therefore, after the mainshock the community and govemment may begin their work to rescue people from the debris without wasting any time.

References

[1] Kanarnon, H. and Emily E. Brodsky, "The physics of earthquakes", Reports on Progress in Physics Vol. 67, pp. 1429-1496,2004.

[2] Kisslinger, c.,"Aftershocks and fault-zone properties", Advances in Geophysics Vol. 38, pp. 1-36, 1996. [3] Shcherbakov, R. and Donald L. Turcotte, "A Modified Form Of Bath's Law", Bul/etin of the Seismological

Societyof America, Vol. 94, No. 5, pp. 1968c1975, 2004.

[4] Shcherbakov, R., Donald L. Turcotte, and John B. Rundie, "Aftershock Statistics", Pure and Applied

Geoph)isics, Vol. 162, pp. 1051-1076,2005.

[5] Gutenberg, B. and C. F. Richter, "Seismicity ofthe Earth and Associated Phenomena", Princeton Univ. Press, Princeton, New Jersey, 1954.

[6] Omori, F.,"On the aftershocks of earthquakes", Journal of College ofScience of the Imperial University of Tokyo, Vol. 7, pp. 1II -200, 1894.

[7] Helmstetter, A. and D. Somette, "Bath's law Derived from the Gutenberg- Richter lawand from Aftershock Properties", Geophysical Research Letters, Vol. 30, doi: 1O.i 029/2003GLO i 8 i 86,2003.

[8] Bath, M., "Lateral inhomogeneities of the upper mantle", Tectonophysics, Vol. 2, pp. 483-514,1965. [9] Kagan, Y. Y. and L. Knopoff, "Stochastic synthesis of earthquake catalogs", Journal ofGeophysical

Research, Vol. 86, pp. 2853-2862, 198

[10] Ogata,Y., "Statistical models for earthquake occurrence and residual analysis for point processes", Journal

of the American Statistical Association, Vol 83,pp. 9-27, 1988.

[ll] Frolich, c.,and S. D. Davis, "Teleseismic b values; or much ado about 1:0", Journal ofGeophysical

Research, Vol. 98, pp. 631-644,1993.

[12] Bogazici University Kandilli Observatory and Earthquake Research Institute, http://www.koeri.boun.edu.tr. 2006.

[13] Molchan, G. M. and O. E. Dmitrieva, "Aftershock identification: methods and ne approaches",Geophysical

Journal International Vol. 109, pp. 501-516, 1992.

[14] Kagan, Y. Y., "Aftershock zone scaling", Bul/etin ofSeismological Society ofAmerica Vol. 92, pp. 641-655,2002.

[l5] Taymaz, T., O. Tan and S. Yolsal, "Active Tectonics of Turkey and Sunoundings and Seismic Risk in the Marmara Sea Region" , _Istanbul Technical University, Faculty of Mines, Department of Geophysics, Seismology Section.

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The Application Of The Modified Form of Bath's Law To The North Anatolian Fault Zone (NAFZ), Aegean Graben System and (yprus Are Zone

[16] Utsu, T., "Relationship between magnitude sca]es", in International Handbook of Earthquake and Engineering Seismology, W. H. K., 2002.

[17] Rybicki, K., "Analysis of aftershocks on the basis of dis\ocation theory", Physics of the Earth and

Planetary Interiors, Vol. 7, pp. 409-422, 1973.

[18] Das S. and C. H. Scholz, "Off-fault aftershock clusters caused by shear stress increase?", Bulletin of

Seismological Society of America, Vol. 71, pp. 1669-1675, 1981.

[19] Mendoza, c.,and S. H. Hartzell, "Aftershock patterns and main shock faulting", Bulletin of Seismological

Societyof America, Vol. 78,1438-1449,1988.

[20] King, G. C. P., R. S. Stein and J. Lin, \Static stress changes and the triggering of earthquakes", Bulletin of

Seismological Society of America, Vol. 84, pp. 935-953,1994.

[21] Marcellini,A., "Arrhenius behavior of aftershock sequences", Journal of Geophysical Research Vol. 100,

pp.6463-6468, 1995.

[22] Hardebeck, 1. L., 1. 1. Nazareth and E. Hauksson, "The static stres s change triggering model: constraints from two southem California aftershock sequences", Journal of Geophysical Research, Vol. 103, pp. 24,427-24,437, 1998.

Şekil

Figure 2. Frequency-magnitude distribution of Burdur (a), Plovdiv (b), Turkey-Iran Border (c), Gomati (d), Canakkale-Yenice (e), Bolu-Abant, (t) Mus-Varto (g), Adapazan-Mudurnu (h), Thessaloniki (i), Racha (j), Cyprus (k), Adana-Ceyhan (1), Kocaeli-Golcuk
Figure 4. The relation between L1m and L1m'.It shows the dependence of the inferred magnitude difference between the mainshock and the largest aftershock L1m' on the actual magnitude differences L1mbetween the mainshock and the largest observed aftershock

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Based on the results, the current study claims that cognitive, unique, and affective evaluations on destination must be identified to understand the brand image of a

Facebook and “Perceived Behavioral Control has a positive significant effect on the intentions” whereas subjective norms has significant impact on the intention(s) to use Facebook

(2009) attributed a considerable amount of vertical slip, resolved on both the northern and southern segments (SAS and Geyve Fault) of the NAFZ, on their block modeling of

The rats in Group 1 (control group) were only ap- plied the comb burn model; the rats in Group 2 (post-burn group) were administered 50 mg/kg of quercetin intraperitoneally, every

According to the standardized regression coeffici- ents (β) in the model and the t test results regarding the significance of the coefficients, the most important effect according