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    SUBMITTED BY

    E.RAMA SAI (203213001)

    P PAVAN KUMAR REDDY

    (203213010)M BHANU PRAKASH REDDY

    (203213018)

    Assignment on

    RESPONSE

    SPECTRA(ASSIGNMENT-1)

    SEISMIC DESIGN OF STRUCTURES

    Parkfield California June 27, 1966 Earthquake

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    Introduction:- Despite being a fairly strong earthquake, the 1966 Parkfield quake caused very little

    damage, even near the epicenter. his is mostly due to the epicentral region being sparsely

    inhabited.

    TYPE OF FAULTING:right!lateral strike!slip

    TIME:"une #$, 1966 % 9 pm PD

    LOCATION:'() (6* +, 1#) '1* - 1 km 6 miles/ +- of the the to0n of Parkfield

    MAGNITUDE:26.

    FAULT RUPTURED:3an Andreas fault

    DEPTH: 4.6 km

    LENGTH OF RUPTURE:about #$ km 1$ miles/

    MAXIMUM SURFACE OFFSET:about 1 cm 5 inches/

    1

    http://www.data.scec.org/graphics/animations/right-lateral-animation.gifhttp://www.data.scec.org/graphics/animations/right-lateral-animation.gifhttp://www.data.scec.org/significant/sanandreas.htmlhttp://www.data.scec.org/significant/sanandreas.htmlhttp://www.data.scec.org/graphics/animations/right-lateral-animation.gif
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    STEP 1:- PLOTTING THE TIME VS RESPONSE (ACCELERATION ,

    VELOCITY , DISPLACEMENT) PLOTS

    he data earthquake of the above in terms of time in sec and its corresponding ground

    acceleration are collected and they are tabulated belo0.

    GROUND MOTION DATA:-`

    TIME

    (sec)

    ACCELERATION

    (g)

    VELOCITY

    (mm/sec)

    DISPLACEMENT

    (mm)

    . !5.$'1 . .

    .# !(.$9( !1'#.#454# !1.'##4(

    .5 !'.$94 !19$'.$'' !5.'$65.6 !6.9'1 !'#(.#6''6 !9.'(9$5

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    .# !#.14# !(#9'.'#4#( !91.((('

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    .#5 !9.'$5 !$$46.4(6$ !11(6.(6#

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    2

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    3

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    4

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    6

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    7

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    The respose o! "he e#r"h$%#&e 's po""e ' "er*s o!

    #++eer#"'o,eo+'".,'sp#+e*e" # "he. #re sho/ 0eo/

    Figure 1. Acceer!"i#$(g) V% &i'e(%ec)

    Figure 2. Ve#ci"(''%ec) V% &i'e(%ec)

    Figure 3. Di%*!ce'e$"('') V% &i'e(%ec)

    STEP 2:- RESPONSE TIME HISTORY

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    CALCULATION OF TIME PERIOD:-

    I "h's respose h's"or. +er"#' #ss%*p"'os #re *#e #s 0eo/

    's+o%s D#*p' r#"'o - 5

    M#ss o! "he 0%'' - N-se+

    2

    ** T'*e per'o '"er#- 85 se+

    Fro* "he #0oe #ss%*p"'os /e #re 9' "he ''"'# s"':ess #%e !ro*

    "he 0eo/ !or*%#

    2

    k

    m

    S%0s"'"%"' "he #0oe #%es /e e",;

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    he results obtained are tabulated belo0.

    TIME

    (sec)

    ACCELERATION

    (g)

    VELOCITY

    (mm/sec)

    DISPLACEMEN

    T

    (mm)

    Foce

    (!N)

    . . . . .

    .# !.#9#6 1'.414$9 1.'419 1(4.(16$1

    .5 !.4('1( 14'#.5$## '4.514 66.5((#

    .6 !1.6$(41 #6'6.6546 4'.9##6 1'1#.15'9

    .4 !#.4'(91 '$1#.111 156.($94( #'15.696#'

    .1 !5.146' 5#56.999( ##6.1$4$ '($1.(5$#5

    .1# !(.5$(9' '9$$.49$# '4.51969 54$.'6459

    .15 !6.(49$9 ''99.69$## '4#.19(($ 6'(.'954

    .16 !$.#'9( 146.#6'$$ 5'5.$9(14 6466.1#'

    .14 !$.1145 !64$.6#4#9 556.(#1(' $(1.14(5

    .# !6.'$'#$ !#551.5#(6 51(.#'1 6(($.6(1

    .## !(.(46# !#$1#.($4# '6'.699$ ($5'.1$$(6

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    12

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    13

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    14

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    he acceleration , velocity and displacement plots corresponding to the time periods are plotted

    and they are sho0n belo0.

    15

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    Figure +. Di%*!ce'e$"('') V% &i'e(%ec)

    Figure ,. Ve#ci"(''%ec) V% &i'e(%ec)

    Figure -. Acceer!"i#$(g) V% &i'e (%ec)

    STEP 3:- RESPONSE SPECTRA

    16

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    7rom the above obtained plots and data the response spectra for the corresponding earthquake is

    found in terms of acceleration , velocity and displacement and there respective results are

    tabulated belo0.

    Pe"o#

    (sec)

    Acce$e%&"o'(g)

    Ve$oc"&(mm/sec)

    D"s$%ceme'&

    (mm)

    Pse*#o+Acce$e%&"o

    '

    (g)

    Pse*#o+,e$oc"&

    (mm/sec)

    Fo D%m"'g -.

    .

    #65.'(# . . '$'.41969 .

    .#

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