سری های زمانی

10
Archive of SID ﻋﻤﺮان ﻣﻬﻨﺪﺳﻲ ﻣﺠﻠﻪ آزاد داﻧﺸﮕﺎه اﺳﻼﻣﻲ/ ﺳﺎل ﺳﻮم/ ﺷﻤﺎره ﺳﻪ/ ﺗﺎﺑﺴﺘﺎن1389 17 ﻣﺼﻨﻮﻋﻲ ﻋﺼﺒﻲ ﻫﺎي ﺷﺒﻜﻪ در زﻣﺎﻧﻲ ﻫﺎي ﺳﺮي از اﺳﺘﻔﺎده ﺧﻤﺸﻲ ﺑﺘﻨﻲ ﻗﺎب در ﭘﺬﻳﺮي آﺳﻴﺐ ارزﻳﺎﺑﻲ ﻣﻨﻈﻮر ﺑﻪ ﺗﻜﺎﻣﻠﻲ زرﻓﺎم ﭘﻨﺎمi ; ﻧﻴﻜﻮ ﻣﻬﺪيii ﭼﻜﻴﺪه ﻳﻚ از ﺑﺮداري ﺑﻬﺮه اداﻣﻪ ﺳﺎﺧﺘﻤﺎن،اﻣﻜﺎن اﻳﻤﻨﻲ ﻣﻮرد در ﺳﺮﻳﻊ ﮔﻴﺮي ﺗﺼﻤﻴﻢ، زﻟﺰﻟﻪ ﻳﻚ وﻗﻮع از ﭘﺲ ﻣﻴﺰان و ﻣﻮﻗﻌﻴﺖ ﺗﻌﻴﻴﻦ و ﺳﺎﺧﺘﻤﺎن ﺑﺎﺷﺪ ﻣﻲ ﺣﻴﺎﺗﻲ و ﻣﻬﻢ ﻧﻈﺮ،ﺑﺴﻴﺎر ﻣﻮرد ﺧﺮاﺑﻲ. ﺟﺪﻳﺪ ﺗﻜﻨﻴﻚ اﻣﺮوزه ﻛﺎرﺑﺮد ﺑﺎﺷﺪ ﻣﻲ ﻣﺼﻨﻮﻋﻲ ﻫﻮش ﺑﺮ ﻣﺒﺘﻨﻲ ﻛﻪ ﺗﻜﺎﻣﻠﻲ ﻣﺼﻨﻮﻋﻲ ﻋﺼﺒﻲ ﻫﺎي ﺷﺒﻜﻪ ﻣﺪل از اﺳﺘﻔﺎده اﺳﺖ ﻛﺮده ﭘﻴﺪا زﻟﺰﻟﻪ و ﺳﺎزه ﻣﻬﻨﺪﺳﻲ وﻳﮋه ﺑﻪ ﻋﻠﻤﻲ ﻣﺨﺘﻠﻒ ﻫﺎي زﻣﻴﻨﻪ در اي ﮔﺴﺘﺮده. ﻳﻚ ﻣﻘﺎﻟﻪ اﻳﻦ در ﺑﺎ ﺧﻤﺸﻲ ﻗﺎب4 و ﻃﺒﻘﻪ4 ﺷﺘﺎب از رﻛﻮرد ﺳﻲ ﺗﺤﺖ دﻫﺎﻧﻪg 1 / 0 ﺗﺎg 5 / 1 ﺷﺪه ﻏﻴﺮﺧﻄﻲ دﻳﻨﺎﻣﻴﻜﻲ ﺗﺤﻠﻴﻞ ﺑﺎ ﺧﺴﺎرت ﺗﻌﻴﻴﻦ ﺑﻪ ﺳﭙﺲ ﮔﺮدد، ﻣﻲ ﻣﺤﺎﺳﺒﻪ ﺷﺘﺎب ﻫﺮ در و رﻛﻮرد ﻫﺮ در ﻗﺎب ﻛﻞ آﺳﻴﺐ ﻣﻴﺰان و ﮔﺮدد ﻣﻲ ﭘﺮداﺧﺘﻪ ﺗﻜﺎﻣﻠﻲ ﻣﺼﻨﻮﻋﻲ ﻋﺼﺒﻲ ﺷﺒﻜﻪ ﻣﺪﻟﻬﺎي از اﺳﺘﻔﺎده. زﻣﺎﻧﻲ ﺗﺎﺧﻴﺮ و ﺗﻌﺪاد ﺗﻌﻴﻴﻦ ﺑﺮاي ﻫﺎي داده ﻣﻮﺛﺮ ﻋﺮﺿﻲ ﻫﻤﺒﺴﺘﮕﻲ روش از ﻣﺼﻨﻮﻋﻲ ﻋﺼﺒﻲ ﺷﺒﻜﻪ ﻣﺪﻟﻬﺎي در زﻟﺰﻟﻪ ورودي(Cross Correlation) ﺷﺪ اﺳﺘﻔﺎده زﻣﺎﻧﻲ ﺳﺮﻳﻬﺎي. ﺷﺒﻜﻪ ﻣﺪﻟﻬﺎي ﺳﺎﺧﺘﺎر ژﻧﺘﻴﻚ اﻟﮕﻮرﻳﺘﻢ از اﺳﺘﻔﺎده ﺑﺎ ﻳﺎدﮔﻴ اﻟﮕﻮرﻳﺘﻢ و اﻧﺘﻘﺎل ﺗﺎﺑﻊ ﻧﻮع ﭘﻨﻬﺎن، ﻻﻳﻪ در ﻫﺎ ﮔﺮه ﺗﻌﺪاد ﻫﺎ، ﻻﻳﻪ ﺗﻌﺪاد ﻧﻈﺮ از ﻣﺼﻨﻮﻋﻲ ﻋﺼﺒﻲ ﺮي ﮔﺮدﻳﺪ ﺑﻬﻴﻨﻪ ﺷﺒﻜﻪ. زﻣﺎﻧﻲ ﺗﺎﺧﻴﺮ و ﺗﻌﺪاد ﺧﻮﺑﻲ ﺑﻪ ﻋﺮﺿﻲ ﻫﻤﺒﺴﺘﮕﻲ روﺷﻬﺎي ﻛﻪ دﻫﺪ ﻣﻲ ﻧﺸﺎن ﻧﺘﺎﻳﺞ ﻣﺪل ﺧﺮوﺟﻲ ﻣﻘﺎﻳﺴﻪ ﺑﺎ اﻳﻦ ﺑﺮ ﻋﻼوه، ﻧﻤﺎﻳﺪ ﻣﻲ ﺗﻌﻴﻴﻦ را ورودي ﻫﺎي داده ﻣﻮﺛﺮMLP ﺑﻬﺘﺮﻳﻦ ﻋﻨﻮان ﺑﻪ ﭘﺎرك ﺷﺎﺧﺺ ﺑﻪ ﻧﺴﺒﺖ ﻏﻴﺮﺧﻄﻲ رﮔﺮﺳﻴﻮن ﺑﺎ ﻣﺪل- ﻣﺪل ﻛﻪ ﮔﺮﻓﺖ ﻧﺘﻴﺠﻪ ﺗﻮان ﻣﻲ اﻧﮓMLP ﺗﻮاﻧﺎﻳﻲ، از ﺑﺎﺷﻨﺪ ﻣﻲ ﺑﺮﺧﻮردار ﺗﺮي ﻣﻨﺎﺳﺐ ﭘﺬﻳﺮي اﻧﻌﻄﺎف و دﻗﺖ. ﻛﻠﻴﺪي ﻛﻠﻤﺎت: ﺧﺴﺎرت ژﻧﺘﻴﻚ، اﻟﮕﻮرﻳﺘﻢ ﺧﻄﻲ، ﻏﻴﺮ زﻣﺎﻧﻲ،رﮔﺮﺳﻴﻮن ﺳﺮي ﺗﻜﺎﻣﻠﻲ، ﻣﺼﻨﻮﻋﻲ ﻋﺼﺒﻲ ﺷﺒﻜﻪ ﭘﺎرك- اﻧﮓ. ﺗﺎر در ﻣﻘﺎﻟﻪ ﺎﻓﺖ: 15 / 2 / 89 ﺗﺎر ﭘﺬ ﻣﻘﺎﻟﻪ ﺮش: 15 / 4 / 89 i ﮔﺮوه اﺳﺘﺎدﻳﺎر زﻟﺰﻟﻪ ﻣﻬﻨﺪﺳﻲ و ﻓﻨﻲ داﻧﺸﻜﺪه اﺳﻼﻣﻲ آزاد داﻧﺸﮕﺎه- ﺗﺤﻘﻴﻘﺎت و ﻋﻠﻮم واﺣﺪ: [email protected] . ii اﻫﻮاز، واﺣﺪ ﺟﻮان ﭘﮋوﻫﺸﮕﺮان ﺑﺎﺷﮕﺎه ﻋﻀﻮ ﺳﺎزه، ارﺷﺪ ﻛﺎرﺷﻨﺎس[email protected] . 1 - ﻣﻘﺪﻣﻪ ﻃﻮر ﺑﻪ ﺑﺘﻨﻲ ﻫﺎي ﺳﺎزه در آﺳﻴﺐ اﺛﺮ در ﺗﻮاﻧﺪ ﻣﻲ ﻛﻠﻲ ﻧﮕﻬﺪاري و اﺟﺮاﻳﻲ ﻣﺪﻳﺮﻳﺖ ﻫﻤﭽﻮن ﻣﺨﺘﻠﻔﻲ ﻋﻮاﻣﻞ ﺷﻴﻤﻴﺎﻳﻲ ﻋﻮاﻣﻞ ﺑﺎ ﺑﺎرﮔﺬاري،ﻣﺠﺎورت اﺿﺎﻓﻪ، ﻏﻴﺮﺻﺤﻴﺢ زﻟﺰﻟﻪ ﻣﺎﻧﻨﺪ اﻟﻌﺎده ﻓﻮق ﻫﺎي ﺑﺎرﮔﺬاري ﻳﺎ و ﺟﻮي ﻋﻮاﻣﻞ و آﻳﺪ وﺟﻮد ﺑﻪ. ﻫﻤﻪ از ﺗﺮ ﻣﺨﺮب زﻟﺰﻟﻪ ﻣﺬﻛﻮر ﻋﻮاﻣﻞ ﻣﻴﺎن از ﻣﺘﻔﺎوت ﻧﻮﻋﻲ از آن ﺗﺨﺮﻳﺐ ﻣﻜﺎﻧﻴﺰم و ﺑﻮده دﻳﮕﺮ ﻋﻮاﻣﻞ ﺑﺎ ﻛﻤﻲ زﻣﺎن ﻣﺪت در ﻛﻪ آﻧﺠﺎ از و ﺑﺎﺷﺪ ﻣﻲ) ﭼﻨﺪ درﺣﺪ ﺛﺎﻧﻴﻪ( وارد ﺳﺎزه ﺑﻪ اي اﻟﻌﺎده ﻓﻮق ﻫﺎي آﺳﻴﺐ ﺗﻮاﻧﺪ ﻣﻲwww.SID.ir

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  • rAhc

    evi fo

    DIS

    71 9831 / / /

    ii ; i

    .

    . 1/5 g 0/1g 4 4

    .

    . )noitalerroC ssorC(

    .

    PLM PLM -

    .

    : .-

    98/4/51: 98/2/51:

    .ri.ca.uaibrs@mafraz : - i [email protected] ii

    -1

    .

    )

    (

    ri.DIS.www

  • rAhc

    evi fo

    DIS

    81 9831 / / /

    . 1

    .

    .

    gnawuH

    nehC uW gnehC ]9[.

    naiQ niyuY .]31[

    atiM arikA

    ]61[ .

    . ( 4891) ]6[.

    uuPyEdh =+ (1)Dm

    .

    : m : D : : yP

    : u : : Ed

    krowteN larueN laicifitrA yranoitulavE - 1

    .

    FBR4 FF3 PLM2

    .

    .

    -2

    0791

    - . .

    .

    .]11[ n (2)

    01122... =++++ yTTT tn o 1 2 . . . n

    . FCA5

    FCC6

    . +++ nKn (01)(01) (3)

    ( gaL) K n

    .]11[

    nortpecrep reyaL itluM - 2 drawroF deeF - 3 noitcnuF cisaB laidaR - 4 noitcnuF noitalerroC otuA - 5 noitcnuF noitalerroC ssorC - 6

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  • rAhc

    evi fo

    DIS

    91 9831 / / /

    .

    .

    (. 0831 )

    .

    . . . (. 1831 )

    -

    (. 2891 )

    : . 1

    . 2. . 3.

    . 4. 1

    .

    (4691 )

    (. 1) ( )

    noitcnuF noitavitcA- 1

    .

    - . .

    . -.

    .

    . . nx) . 2 X(1x 2x.

    W(1w 2w. . . nw)

    w y .

    : . = yfxwb) ( (4)

    b w x - . 3

    .

    ycneuqerF

    )sid(lamroN

    ccA

    1.0-ccA

    2.0-ccA

    egamaD

    emiT tupnI

    AGP

    41=n

    ( : 1)

    , noxAsaiB , noxAraeniL( ) , noxAhnaTraeniL , noxAdihomgiSraeniL

    noxAhnaT ,noxAdihomgiS atleDraBatleD porpkciuQ mutnemoM

    . petS :

    noitcnuF refsnarT -2 saiB- 3

    ri.DIS.www

  • rAhc

    evi fo

    DIS

    02 9831 / / /

    (5)1(pxe)

    ()1nt

    =+ ft t n f(t)

    t

    t

    s .

    )ESM ESM. r (

    :

    ) ( (6)NP

    dyESM

    P

    j

    N

    ijiji

    =0 0= =

    2

    ESMN

    :

    (7) =

    = =

    =

    P

    j

    N

    i

    N

    ijiji

    N

    Ndd

    ESMNPNESM

    0

    0

    2

    0

    2

    P yji N

    dji j i j i

    ESM. ESM .

    r .

    :

    (8)

    N

    xx

    N

    dd

    N

    xxdd

    r

    ii

    ii

    iii

    =

    22

    di xi x

    . d

    r

    . ESM

    -3

    4 4

    .

    ( 1) ]1[.

    ( : 1)

    2,3 5

    006 571

    005 002

    () 0.5100.530

    -0082 915 82

    mc/gk 042 = c'f 2

    2mc/gk 0003 = yf

    .

    .

    .

    ( 2) ]1[.

    0/1g

    ri.DIS.www

  • Arch

    ive of

    SID

    / / / 1389 21

    g2/0 ... g4/1 g 5/1 :[1]

    )9( = 450 =

    )2 : (

    num PGA 1 0.254 Imperial Valley 1979 Chihuahua

    2 0.27 Imperial Valley 1979 Chihuahua

    3 0.231 Northridge 1994 Hollywood Storage 4 0.145 San Fernando 1971 Lake Hughes #1

    5 0.21 San Fernando 1971 Hollywood Stor Lot

    6 0.134 Super Stition Hills 1987 Wildlife

    LiquefactionArrey

    7 0.134 Super Stition Hills 1987 Wildlife

    iquefaction Arrey

    8 0.119 Super Stition Hills 1987 Salton Sea

    Wildlife Refuge

    9 0.186 Super Stition Hills 1987 Plaster City

    10 0.247 Super Stition Hills 1987 Calipatria Fire

    Station 11 0.135 Landers 1992 Barstow

    12 0.385 Cape Mendocino 1992 Rio Dell Overpass

    13 0.549 Cape Mendocino 1992 Rio Dell Overpass

    14 0.164 Coalinga 1983 Parkfield - Fault Zone 3

    15 0.126 Whittier Narrows 1987 Beverly Hills

    16 0.239 Northridge, 1994 LA, Baldwin Hills 17 0.143 Imperial Valley, 1979 El Centro Array #12

    18 0.24 Loma Prieta, 1989 Anderson Dam Downstream

    19 0.247 Loma Prieta, 1989 Anderson Dam Downstream

    20 0.159 Loma Prieta, 1989 Agnews State Hospital

    21 0.244 Loma Prieta, 1989 Anderson Dam Downstream

    22 0.179 Loma Prieta, 1989 Coyote Lake Dam Downstream

    23 0.309 Imperial Valley, 1979 Cucapah

    24 0.207 Loma Prieta, 1989 Sunnyvale Colton Ave

    25 0.117 Imperial Valley, 1979 El Centro Array

    #13

    26 0.074 Imperial Valley, 1979 Westmoreland

    Fire Station

    27 0.209 Loma Prieta, 1989 Sunnyvale Colton Ave

    28 0.139 Imperial Valley, 1979 El Centro Array

    #13

    29 0.11 Imperial Valley, 1979 Westmoreland

    Fire Station

    30 0.269 Loma Prieta, 1989 Hollister Diff. Array

    Sanfernando 1971

    416 . [1]

    4-

    .

    . ) ( ) ( .

    )3 : (

    Lag

    num Lag

    num

    1 0.994 16 2 0.998 1

    2 0.994 17 2 0.996 2

    2 0.994 18 3 0.981 3

    2 0.997 19 2 0.997 4

    2 0.986 20 2 0.998 5

    2 0.998 21 2 0.980 6

    2 0.984 22 3 0.997 7

    2 0.995 23 2 0.996 8

    3 0.983 24 2 0.985 9

    2 0.987 25 3 0.993 10

    2 0.929 26 3 0.992 11

    2 0.894 27 3 0.997 12

    2 0.984 28 2 0.998 13

    2 0.979 29 2 0.967 14

    2 0.998 30 2 0.989 15

    www.SID.ir

  • rAhc

    evi fo

    DIS

    22 9831 / / /

    - ( 3) 03

    .

    ( FCC)1 .

    n 51 ]11[: 51 ( 3)

    K + 4141 (01) 41

    0/5 . . ( 2) ( 3)

    ( 2)

    .

    .

    noitarelecca

    rFqe

    eucn

    y

    g1.0g2.0g3.0

    52

    02

    51

    01

    5

    0

    gaL ( : 2)

    - -ccA 1.0-ccA ccA

    . 2.0

    .

    noitcnuF noitalerroC ssorC - 1

    (11)()()(nim)

    vedtsx = lamronsidxx

    : x : )x(vedts :)x(nim

    . vedtsx= ()902.1030 x= (nim)91.4339 .

    .

    (2.0-ccA,1.0-ccA,ccA) (AGP)

    ( ycneuqerF) (emiT tupnI)

    ( sid lamron)( 1) ( egamaD)

    .

    -5

    PLM FBR FF

    292)% 07 614 . ( 26)% 51 2 (

    4 ( 26) % 51 3 .

    , noxAsaiB , noxAraeniL , noxAhnaTraeniL , noxAdihomgiSraeniL

    noxAhnaT ,noxAdihomgiS , , porpkciuQ mutnemoM

    ,petS atleD raB atleD .

    ]7[.

    gniniarT - 2 noitadilaV ssorC - 3 tseT - 4

    ri.DIS.www

  • rAhc

    evi fo

    DIS

    32 9831 / / /

    NN HI + 21 (21) IN HN .

    7 51

    .NH51) ( FBR PLM FF

    snoituloSorueN ( 4) .

    .

    FBR FF PLM (: -4)

    gninrael elur

    refsnart reyal edon noitcnuf

    emanun ledom

    m

    1 PLM 1 41 noxAhnaT mutnemoM 2 FF 2 4_8 noxAhnaT mutnemoM

    3 FBR 1 8 noxA diomgiS mutnemoM

    ESMN R (: -4)

    niart noitadilaV ssorC tset

    un R ESMN R ESMN R ESMNm

    1 399.0 310.0 099.0 020.0 199.0 520.0 2 199.0 810.0 099.0 220.0 689.0 930.0 3 909.0 971.0 348.0 492.0 929.0 041.0

    r ESMN ( 4) .

    ( r) PLM ( ESMN)

    .

    ( 6) ( 3) PLM

    . PLM ( 4)

    .

    . FBR FF PLM

    .

    -6

    .

    ( 7) PLM .

    .

    689.0 = 2R

    0

    50.0

    1.0

    51.0

    2.0

    52.0

    3.0

    53.0

    4.0

    4.0 53.0 3.0 52.0 2.0 51.0 1.0 50.0 0CRADI

    MPL

    niarT)niarT( raeniL

    ( : 3)

    PLM

    289.0 = 2R

    0

    50.0

    1.0

    51.0

    2.0

    52.0

    3.0

    53.0

    4.0

    4.0 53.0 3.0 52.0 2.0 51.0 1.0 50.0 0

    CRADI

    MPL

    noitadilaV ssorC

    ssorC( raeniL)noitadilaV

    ( : 4)

    PLM

    ri.DIS.www

  • rAhc

    evi fo

    DIS

    42 9831 / / /

    979.0 = 2R

    0

    50.0

    1.0

    51.0

    2.0

    52.0

    3.0

    53.0

    4.0

    4.0 53.0 3.0 52.0 2.0 51.0 1.0 50.0 0

    CRADI

    MtseT PL

    )tseT( raeniL

    ( : 5)

    PLM

    0

    50.0

    1.0

    51.0

    2.0

    52.0

    3.0

    53.0

    16 65 15 64 14 63 13 62 12 61 11 6 1

    ralpmexE

    Otu

    upt

    CRADIPLM

    ( : 6)

    PLM

    01.02.03.04.05.06.07.08.09.0

    Sne

    isvit

    yti

    erfuq

    neyc

    niup

    t tmi

    e

    ca0-

    1

    onmr

    lad(

    si)

    ca0-

    ca 2.

    PG

    A

    emaN tupnI

    egamad

    PLM ( : 7)

    1.0-cca

    .

    -7

    : yfxxyaaxax ==+++ 1201122 ,...,... ) ( (31)

    xx ,..., 21 y aaa ,...,, 321 .

    SSPS

    .

    . 2 (41)

    =++ yxx 0.4100.5700.310 12 x1 y

    R2 . x2 .

    09.0 = 2R

    0

    50.0

    1.0

    51.0

    2.0

    52.0

    3.0

    53.0

    4.0

    4.0 53.0 3.0 52.0 2.0 51.0 1.0 50.0 0CRADI

    onln

    niae

    rer

    rgse

    isno

    ( : 8) -

    PLM -8

    . 1791 odnanrefnaS

    PLM . . ( 01) ( 9)

    ri.DIS.www

  • rAhc

    evi fo

    DIS

    52 9831 / / /

    PLM ( 9) 29,0 00,1

    59,0 89,0 R2 PLM

    .

    100.0 - x9329.0 = y359.0 = 2R

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    ri.DIS.www

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    SID

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