ML20082G715
| ML20082G715 | |
| Person / Time | |
|---|---|
| Site: | LaSalle  |
| Issue date: | 11/23/1983 |
| From: | SARGENT & LUNDY, INC. |
| To: | |
| Shared Package | |
| ML20082G653 | List: |
| References | |
| CQD-011131, CQD-011131-R0, CQD-11131, CQD-11131-R, NUDOCS 8311300308 | |
| Download: ML20082G715 (35) | |
Text
-.
1 F
SPOJECT NAME: 4./)CM / /E -4 PROJECT NO.:.p26 7-00 RVSOh'N0 g
iw.
- 'N T 855.P-d /
Reviewed By:
Date:
/
SPEC. NO.:
,q, : l.h-(SiCuature Date: ll-2 3-U C
Review h
(
(sicnature)
V/
Fa/D M Mr<tB OfM a*
M.mLE/1M i~1P w.S Ed //t/f//Y '-
COMPONENT NAME:
C f) M $
(,dE 7/* t' 7/ 6'tv Es
/*
VENDOR / MANUFACTURER:
ar//7X /W'fc / /> r7&/
2 7/2?e:S. <7 7 f.-
7 4' d " ?'75 COMPONENT NO./MODEL NO.:
/
VENDOR'S REPORT NO. AND DATE: MS" "E E'E S'#'l d' #l /^ 'E 7 ""# # # '
'^
' r #-
n/wvc
""t-U / 't! >
/ r p p 7/!Prund s7.MP7& A' /'?c.une t Mc '"!:'/in pr-r>& r,c/17s n /r : /*r: 1c n =v77 = n l-.7i-r 3 l
A.
CONCLUSICN OF REVIEW Accepted ORejected Cocunents :
l B.
CLASSIFICATION AND FUNCTION s
.a f
1.
Classification O Nuclear Safety-Related, Active
{
Nuclear Safety-Related, Past ive O Non-Nuclear Safety-Related E
2.
The component function is
/_m,f s /, din
/,- ;w,!,c c ' - b,. d": '
/
t/
N
?
[
3.
Operability Requirements (Active Components Only) h This component is required to operate:
ed V
During and after postulated dynamic and accident events 4d
&d Only after postulated dynamic and accident events crYA s
v> e N$
AtECH ANI C AL DEPARTMPNT S T,MJp A R D g g o e 5=
2 CHECKLIST FOR DYNAMIC QUALIFICATIO: OF MECHANICAL AND ELECTRICAL EOUIPMENT fur OFFICE USE ONLY - NOT TO BE f
\\
g,4 r[
lj]g f MAS-CQD-2.4 Page 1
of 9 SENT OUTSIDE OF SARGENT 6 LUNDY gag 8311300308 831128 PDR ADOCK 05000373 P
PDR J
FILE NO.: CQD-0///,3/
REV.: (o
?ROJEC'C NO. : p f /- 027
///3.
C.
Location and Mounting tra 1.
Location i
Building: PsriMARY rMrA rdethr)7~
Elevation:
7 "~ t '- o " TO 7 7 'T '- n '/
2.
Field Mounting Condition
/
O Pane 1/ Pipe /HVAC Duct:
[ Wall / Floor O other:
ri 3.
Mounting Attachment Size:
O solting number:
Material:
Welding Type: AS cnown on AMtWws skis.DwsW 'Joo!+'273 & o.
Welding Leg:
, Length:
, Pitch:
hOther:
vleSY ln b' or wtbed$ ok % "Wll a
D.
METil0D OF QUALIFICATION O static Analysis pTest ODynamicAnalysis O other:
E.
VIBRATION INPUT t
1.
Dynamic Loads considered h Seismic O ityarodynamic
?
Seismic and 11ydrodynamic 4 a a1 O Other:
o.d 2.
Required Frequency Range _:
/ --9 60 //-p E^
Yi c
yt 3.
Required Input _
.o Response Spectra identify):
h$
a) Required response spectra (attach graphs, Sec )~/ G1 /G ?/ M 3 c/ W /r.'I rkds:P !@s, Wo :A /]
~"
s FOR OFFICE USE ONLY - NOT TO BE SARGEijTal.U!JDY MAS-CQD-2.4 2
of 9 SENT OUTSIDE OF SARGENT f,
LUNDY
,sweenas as Page
/
PROJECT NO.: </-26 7 - CD FILE NO.: CQD-d///3/
REV.: (y).
b) Method of combinitig required response spectra:
Absolute Sum SRSS Not applicable
/%
c) Damping Upset / Service Level B Emergency Service Level C
.2 7.
Faulted Service Level D
~
s d) Basis for Damping:
REG,. 6,vs ps /. 6 /
c c 7e uen /773 O Seismic Coef ficients (Required acceleration in each direction) g Upset / Service Level B H
,H y
2 V
Emergency / Service level C H
H y
2
'V Faulted / Service Level D 4.
Is support amplification considered?
Yes ONo
%NotApplicable Comments:
- {
5.
Is fatigue considered?
O Yes O No Not applicable
'*^^*"D
^ '"' # "'E''
Comments:
L /7.S A 4- / t:~
F.
QUALIFICATION BY TESTING 1.
Does the Vendor's report indicate that the component is identical to that to be installed?
Yes LJ No - justify similarity:
C a
4 2.
Mounting t,a 44 a) Mounting Method:
O Bolting Number:
Size:
Yd Material:
g O weldina welding Type:
0 >*
O$
Leg:
, Length:
, Pitch; ggg gg MAS-CQD-2.4 FOR OFFICE USE ONLY - NOT TO DE SENT OUTSIDE OF SARGENT & LUNDY swoweasae d -
Page 3
og 9
' ^ - ~ * * '
' - ~ ' -
...m,
~
FILE NO.: CQD-O ///3 /
REV.: co
,PROJF,CT NO.: 9-37-ed
& Othet: Me crArel AOh >?lo/ r m' c' ::/<.o\\/ tenf.ti:c e en
<t
% & a x m i.',i w t tcwa ' ~ c e, cs wo t n &
4 d.,s.ucu y otAchicci
$q x mHvt!Len-tev5 s e s abe cyc.y Paar ny..y n covAg gi mpy b) Does the Vendor's report ind{cate that the Iaboratory mounting n,u _,;
e simulates the actual service mounting?
/Ga m/,ek Yes O no - explain differences:
~
3.
Input Motion Single-Axis g% Multi-Axis Other:
O ""**" ! 6'"!"
""'h l^*
Comments:
4.
Test Method Sine dwell (single frequency):
A i
a) Frequency range:
(Hz) b) Dwella at:
i
~
c) Number of tests in each orientation:
Upset / Service Emergency Service Level C Level B Faulted Service Level D f
d) Duration:
e)
Input acceleration in each direction:
Upset / Service Level B Hi
.V
,H2 Emergency Service Level C Y
Faulted Service Level D H
,H2 y
How is cross coupling and modal participation accounted for ?
f) 9 m
I s',j Ak b~
O Sine deat (single frequcacy):
gg Qt a) Frequency range:
- c o b) Number of tests in each orientation:
a, oE A se Upset / Service
, Emergency Service Level C Faulted Service Level D Level B SARGl:11TQLtJilDi' MAS-CQ D--2. 4 FOR OFFICE USE ONLY - NOT TO BE 4 or 9 SENT OUTSIDE OF SARGENT f,
LUNDY awomeaans.
Page n
r
,. m PROJECT NO.: 4 287--68 FILE NO.: CQD-O///3/
REV.: eo c) Number of beats:
, Number of cycles per beat:
(Hz) d) Beats at:
e) Input acceleration in each direction:
Upset / Service Level B H
,H
,V y
2 Emergency / Service Level C H
H y
'2 V
Faulted / Service Level D f) How is cross coupling and radal participation accounted for?
s
@ Random motion (multi frequency):
/ -? Mc //d a) Frequency range:
b) Number of tests in each orientation:
I m rgenc enice Level C
/
Upset / Service Level B
, Faulted Service Level D c) Duration:
- t n se c.,.
d) Does Test Response Spectra (TRS) envelop the Required Response Spectra (RRS)?
,c I'
% Yes -- Provide RRS and TRS as attachment i
Nu /= cm ic.2, 'C.5 of rua rear-Tr:es553sef Ors:,c.(kp1(2,./M-603 L eo ^' T ce o 4CC }in:
- Expla No 5.
Dynamic Characteristics
/4 7,75 !
17 2, so. o, 3o.r,43 2 H v4.q, /M.o H *d'G'b##'#'. V " ' #'# # #'6
% Natural frequencies:
y
,2 O Natural frequencies not determined.
O m
6.
Additional Loads s
a, y Are normal operating loads considered?
"d hv Not applicable
%s O Tes 1e O No - explain:
E::
ea MAS -CQD-2. 4 FOR OFFICE USE ONLY - NOT TO DE g
gg 5/
SENT OUTSIDE OF SARGENT & LUNDY
- >sNo*Nasas-Page og 9
i e
e n
PROJECT NO.: 4-M 7-C.9 FILE NO.: CQD-O ///3 /
REV.: cd j
7.
Monitoring a) Is the component functionally monitored?
No O Not applicable
%Yes b) Is component's operability verified?
%Yes O No Not applicable 8.
Does the test meet the requirements of IEEE 344 19 [ f ?
O Yes O No-explain:
G.
QUALIFICATION BY ANALYSIS
/
1.
Type of Analysis Static Analysis O Simplified Dynamic Analysis Modal Analysis Time History Analysis Other:
2.
Analytical Model O Finite Element Other:
3.
Method of Analysis Computer-Aided Calculation Q
a) Programs used:
7.4
'* Y b) Have the programs been validated?
N A
Yes No g,
O nand Calculation 5t mm
~
FOR OFFICE USE ONLY - NOT TO DE gg SENT OUTSIDE OF SARGENT f,
LUNDY
,2 No.== = a Page 6
of 9
m,
I PROJECT NO.: 4267-vD FILE NO.: CQD-o /N3/
REV.:ec)
M' 4.
Operating Loads Are the operating loads considered in the analysis?
O Not applicable O res No - explain:
1 5
Static / Simplified Dynamic Analysis h
a) Acceleration coefficients:
Upset / Service Level B H
,H
,V y
2 Emergene ervice Level C H
'H
,V 2
Faulted Service Level D 1
b) Are dynamic loads applied in the horizontal and vertical directions simultaneously?
O ves O No-explain:
C t' " '
6.
Modal Analysis g
a)
Identify Response Spectra used:
b) Damping factor used:
c) Number of significant modes considered:
d) Natural period / frequency of each:
e) Method of combining modal responses:
O Absolute Sum Square root of sum of the squares (SRSS) s
.3 y In compliance with NRC Regulatory Guide 1.92, N H fd Rev.
, Date g
a#
0 Other:
N5 8::
en
~.
(
FOR OFFICE USE ONLY - NOT TO BE SARGEijTaLUrJDY MAS-CQD-2.4 SENT OUTSIDE OF SARGENT & LUNDY awomesas.
Page 7
of 9
. -. m ? ~ *
~ f
.T 7_._g,__
z g g g g,.,
~
~
~ ~
~'
FILE NO.: CQD-o// /3/
REV.: cf7 PROJECT NO.: 4 2'S 7-C8
. FED, 10N' M
7.
Time 111 story Analysis
,s 4
%I =
8.
Results_
M Stress evaluation at critical locations:
a)
LOAD DYNAMIC TOTAL ALT.0VABLE LOCATION COMBINATION STRESS STRESS STRESS
. p yt Ce d
~* 1 Ad A v 8
t to "N Y o
E s e s avaa SARGEriT&LUfjDY MAS-CQD-2. 4 FOR OFFICE USE ONLY - NOT TO DE SENT OUTSIDE OF SARGENT & LUNDY j'
2 a mmesant. -
Page a
of 9
.v
-, ~. - -
PROJECT NO.:
sfygy g FILE NO.: CQD-ol)l3 /
REV.: e
(
b) Deflection evaluation at critical locations (Active Components only): Mh CALCULATED ALLOWABLE I
LO M ON DEFLECTION DEFLECTION k
f e
-I
,rT,
5 H.
COMMENTS
=
-vv nc1,,,,f t,~ C. - ai.s c&re
,1>cmein~l<+n
-A v A < >
m.
ca
<s.irriuS?z de ;G eMoo s V/>dcd f: Ana IA <<of NPS. Pn M -n.3 et,%v/r i i
J.:s cac s x t soum /derifras of 7-T Arred pclcAdm do ntc m c.s j
suf,icSce/ h M A - ?;7c + c1 * *4/>d a-PPseS Ctrescd n~fri4)
I a a, ; r, / 's o A.etcse w as e-e<ut,/ eden -4
-4c/
.40', -to w cwl =
,cac,fri a cta,Mc,..-cLte.> ! dyp.n a,,d n & ac L en n s.u m a i ost,.e f penSAu be,,-
swc/ cn
~f:- n A.. r..
c4f r...-J
-n.ceAl~ l'~
q s
.< n t a n d
.ti, n ccc n.424
-c.2 s.ua/L <-u d,ves.
44 60 8'.
&3 98 t
i E ::
O U A D:
(
i i
l FOR OFFICE USE ONLY - NOT TO BE MS-D-M l
SENT OUTSIDE OF SARGENT f,
LUNDY
,sswomesas Page 9
of 9
L
=
i f. Q.',
tp '..
- - i M.
- .1: :-;
-J
' - ~ ~~
i i i,xv,-+--
t:1 3?- - -
---.:.r:: :
6
- Pt 4
...).
- p.3
..j 3 r
- OJ
.,.r---
.---_.q_.e -
- M_ 4_t e! _ -i y:
~
- M:..:
e '
-:..:-. ::,.- : n.:
.:-. p r--
- gg :..;
_:2.
c.
- .. - -.. :._. _.:. : _r g.
e r
j :r
.,:=--
r.
y.
._1,._._._..._...____....
. _.. _. _ _....g.,...._...
.. c...
.....1.__.._.
~..s. }.,
. n..........
_ _. _.. _ n
.g..
_.. _...........,t y. 4..._. _,. _....._..
... _...._._-_...3
...,..4, v
.-A....
.....11_
.._.4 4
- 1.
....a
- 1...
n
.1
.')
..w..
.....w.3..-.._.__.-
. g)..
.g,..
d..J. s.., _,
..p..O.
-q t). _. i.....
p m._
-c-u..:.:,=::
..L:
r......
i..n..
.d..1
..: :.: r. : =.. ___:_=_. t M.
.__._._.2
(
-. =_
......._....-h. P..: j :. :..=_... _:=_......:.12.1 :..
.... x.
3.,
....._..___.s..Cm.,_..._1...__._{._...r._.:...~...w.
. k,.. m............ -.
.i,
. d::
.....c,s...
_...___..._...; Q
,-...j....._._...
. y.......
..--..M_
._1-..__.._..t_.... _,._.._...
_.1.. -w<
_.__. 1......
... g
..._... _,cg s.
. p.. r,,.. _. _.
...... ~
. 1.
......g 3.
.g..
. (.
.. L. O._..."6.._
.s
= =..
.. g
... u...
.. j._ __
j
. 4.
_._ 3,
.t _.,
...$~....
4_
._. _.l.....,
,w_..
.. 4 _
g
. g..
4
..___.4_...
.g tg
_.. g.
..q.
.z...
..(..
g
_ _.q...y_.
er
.t nr
___].
. i._.
i l
j -
9.. i.-
. i i.
i i
- i i
, +
J 4
- _i_.
O t
Y h
I L.,
e i.
p o
C b
=.
- u. d.. ~. E
- --. -..- J.u.. --
- 0
-,. [7f. i...
.. ; ; i:
.,,;/ J -. :.i ~
O H. M... -
- f. i.l. l..'. - y".E 1.y..h.. :q ~ 0
- y ;. 2-f {.p.-
-- q. : - - -
-l L....I..-i d. -j, r
H
- n:
..u-.;; f.:ru: ::.1:
- T :r. t : M.. ---
- ;
- j.__ = :.} :./..
.. :;; : 3..:; a =_.
g. 4...:::.::j...c :. -.. -. v.;.: ;.. : _ ; o
= : --
.... =~
- -- =--. ! :::
- P m : : t :
f --y r. - 1 r r :
- =
_..._...,r*p 3.;.
_._.d._._......
... A. -... f.
._. __ _J..._..,.......
_. j.__. _.. _..__.__.q.
.. _.... _ J.,...
1, g,,
....3_.._........._..__.y...
g
..._...,-4.....
Y,<,. /,
'...... j. _ L._.. _ 'l _..
. =........
ry t-
..._..7._..._..
...m.
_.. a. _.4.... _.....
..i
~_ _.J _j..,# /..
. A) t. -. _. b
,.v.,
-..t
_..4._..,..
].
...y n
..j... ~.... :-_.
.4 v
c: :.n.:.:.:n..u
. :. ; ' : :;n t...
- n : :
.= :.
- - :== t:-- : : : W : := - h.t r__;.
- - : y *j...n::. a n :4 :u _-1 :m :n.;... :: :,......
- /
J.,,, :r_.._.: _.
... ]... -i...... t....Q _.....
~ =._t
. _ 1 :: -- -.z,...~..... -
e
)
./m ?
......... - +.._......;._.
y
.,...1._.
..h e
._.]
_]_.........a.._...........
_...~1.'._..
1 lg -
....4
......!........... 4...
..f. _-_....
- g. 4
)
..q ql w
.... q.___.1
. a * ~ 3 ~._._ }
._._...4.__.......,..w....., _..
. _... _.. L) gj.-..., _._..
4,
....eo___.
-.._.4..
~ " ' '-
M
- * ' - ~ ' -~~q~-'~~~*~... _..
g t
~~
~~~~
~~
~7 p._.'~_,""~-
".._j.,'._
.'l~~'?*~~
)
~ ~ ~ * ~ ~
F
.~.
e
-....._....g _ :.
4,_
4 E
.j
_.._4._
_g. _..
3
..-.._..{
(q
.q g.. - _. 3 3,
4__ _.
)
f.....
.._. *. j %.
~}.
j.. _,,3_.7___._.
___ p 4.
....4__.
g,) -
.e. 3
-4
(
.g c
g
_f_..
. 7 j ___r.y._
- .- -.O __._.. _.
.~
...-s.___
y.
_ _.. ___4_--..
t g
M. _./
.9,1
. J_
L x
_ _ t __
g
_..e.
[1
_qh l
,j
_t
.s 9
. i d --
-.{.
- e
. q.
~
=..
j
_y y
pe
,.,p, j, m*9
._ u,q _,,v.
y g;.;
93;
- g4;.H _
- i 9 r:;.:;
- ; f
- 4j.: ;7
'..i f 1.["' %.,, g - l -i l % '
.i f h::
h.
~ jj j +
- u.9 L
y j
- d
- 7-- -- :p::- ::...: 2'
_,_,y : :_ : _.. j]__,. J :g,,,. 3 :.7.;
... s u r..;
at
. j ;. :. Q;,,,,
,;...: 1: :
U 4
- /.. :.. _. - -.
. ;j:
, 3,j y
._a
.....y....
.... - - -.....J._.1,__..._.._.
......................- - - I..
- - - - - -. _ ~.
.. _ _.. _.. ~. -
._.4. 1.....- -.. - - -
.,.- - - -...... a t2,
- - +. - - - -...
i
...}__...!__.-.,.......~.._d..-,.q..._.,._....--R*
.-..._ --...4....-_..
~ - -
.d
^
.4
....,!....,..._..._..i-_.
..]....... 1.....4._s.-_-..
...g
.--4 as
..t.-_..
.-._...-,6 J
\\
L
_a.
T j
- = 4. _
J.
_2 4.
72__.
1
..4...
...I._....u.....,......-..-....l 5
G
. N..
...4.....
9.._.....
4.,-_.-_+3._..
...w......
- 4. -...-. -.
g
.ss _ __.:n ;: = : u.;
1..; :: cz a.-. r-2..
- T: }':::nn. - : ' u_--- '...:...-.:T:
.:. : : 2J.. R:::.
w
- .:)%c:
- . :.:. 4 ::n ~ :- ' : ---*;.=:. a} :
- 8.:::*
- 22.:.
- '1.:x:k:.n.. :
u : L:
.r
- : : ::n:. - -
~~----tr
(.
... ~......
......_......'..".......,_..._.'.1...
t=:
~ r:2. : 7 : :-
...1,-.
I....
4
_3_...__......I_._._.,
... _.. ~.... _.........
-....-1
............ ~... _..
~
~....
.-n
...4_..L..
........j3....
~_... __.. 4
... ~.,.
.. '..s....
_._.-., w.._..-.-,L....--...,..._ 4...l
-- ~. ---- I s--
...._....g._.,..a
.. s 4
.. _ 4.. 7. 9..-. m......
...e..
- - -.. - - ---4
....,... 4..w..{.--.-.------.
. _........A-._...
4..s
.i 1
.. V.N,e...s.......
..~.,.
.-.-- H,
(,, g
....4..
...s....
..4..4.-.
n v...
~
.. - -..~.- - - - ---
n
...~
.. %.. l. _........, _.-_.
.%_. 4.
--.s 1 -. b............-.---t---+.1
. -..3... -...
.~
.h.q.
p-(Q
.. ~....
- - - f - - - --- 1
_. -. 9%.. -.. - _.y _-
.2
.+....
- t..
).
..j-...
1
+.
.,..~
p.
.g 4, - - - -
>,. G..
J,
.L
.....l..
.. -..A
- - - -.-.T-------
.,., ',.-.}.
~
..*. v;... 4
- l.
%, %,,,%u -..
~ - -
I
.~.
.!.4
.l
~
?,. i1...
.,:l 4..,
g.
~..
\\
., l.
.4 4,.....;..
-y.
5 a.
(
- a
.i I
5 6
ea.
O
("*
(J r.
gp p
q.
q se o
s*.
- 1 t%*, ** **
en d o O U C
0 Y
o O
.; w. - -
s
_..-,_.m
__s
.... : -4 = T-T it:
A..y i
.l~
mu
.2 ;i u -.
- 1.... :-- -
.1 u.:
..:}
f
- g.. p--
m-e w,) :.
m
. 1. :.-
- -u.}.-
f -.
M !" iiii
@i' 3 } P ' !? -T.9 -
.. l.
FDIIliif.'~:i *D 5 drU.
' _;M l' -_
o i
P
.- a.
5:
m..... -... p._... n. _r.. -. _u._..
}
_..~.[...
p. ::
... =.-.. p. : =...._. m_
... u.... [ ;.p. m,,
- :I w -
- =
- .::.n a.. {..., -
~..
... s,,3 P* c.-
i.
- u. _...
.._..,.u......
.... c, u. '.t.
~....._..(..._..
C.
.._..y..---_........ _.. _.
-.. ~.... -.
- -.. d.,.. w
....n w
a
.. t.b tt.. -..t...
....... n. J4..........._.._..n--
.. m..,...
..m.
.......t..._.........
- t..
.._.L,t 4 e.
_a _
._t j.pq, Id r !iii 4Mi}-ii @@ tj-kih:
s
.a..
..,...f,..
." u]
~
i 5-NN-[MI2I5;- 5
__6l5~iflI?.4: @h_ NJ;l.lh!:
- t.. st...,...rL..
.._J._....1.._...,._......
- ~--
_.. _............t._-.
..............L,.O.N....
.,q..
4g.
)
n
..... _.. s. d.,..
....,._.,.o...,..
..,.C.t.
. _. ~. _
3
. _ _... e_....._
....l._
c...... _ -
- t- - - -. _e.
...l.m. e..........,.. ~.
._bt.. _._ 4...._
. _. j _.
_.._) - -
_._4
.v.,
4
_._.._-(,.
.._.4
._.. 9..
5_
4,._..
J.._.
_ _.4 j. l_
...I..:
_I _. p I.
1 I
_y
.t 1.
l.
- r..
.4. :.
- n.. m. -
,-u
.b-
=. : i :. "
- r. n-
- =. -:.. :
9=
-- ;_m :. - : n-p=.
q l [ R 9-i - =: - q -W.-.f-%. =
Q
- m.-._.:i u i -:.:
- :.1::..:=:.,..:: h::.:-
- :.: :.p-a----
. v ::.,..nu::.: *.: -- = :::_.. :.... -!=r-.
/:
6
- : n -- l ::= : r=_...M-2......l../ s 6..
r!::d:- _n--l=....p: r::
=:. - *I
..a..._._..._. <n. _...
3 01 e
r=
p
....._._....(_
._..__..p......
...t.._.._.
.. p....
- -.r _...
..... _..... _.. _.._..3.._..
P a.
_.. 1._-_.
t.
1._.
. L_.
./,...
g
- _ I ' -. r.. - _ - -
..9........_-.t_---. -. _ - _. _ - -...
gg
_.~.
.. _.,...,. _ _.._.,_....r.-...-!-_.M_-.----'.~_'
.....{._..._7__..-....
g t
__ _... +. _
,.,..6.__.
..p..,.._.
-'_7...
o %.s
_.~.
.4..i
... e,__
3
. :. : +. = :...
w
.a ;. = w.::
- - : O :-. : - --,
- _. ".. - rt -.h..L....
~.s= =.=:
u }::.: n <: r :: d m s.
t-~ = _ =........ = s =:
.m. - :
... d g3 _........
in y m:I r -- - : :h::: :n
.=... =
.=.s =:.j ::
= r.c
.- :.r:
m L,I.
g,,
.......................t........... _. _...
_._y..._.._.-.. _..
4____._
w
..s._._..........
_.._.. r. _..
. C L. _....
)
..g._.._._...
. +.. _.,
_..,L..
....l._..
. i
_. j/..p_
g y-
.. - _...y
. t __.._. _. _._.....
..._..i
- f. _.
_._t_.....
.. __4...
. a.
.. _..... ~
<i.,-._._..
y' a
._ s 4.
.p
.=
d.
_ 4..
. g
&. 4.
..g y_
. _ _. _ _... g _..
9 s
-g
..g.
g e
m,.
.. _,g p.
.. -. +..
... +
g
~g,, a, f..
-. gU 1
5
_y
{_
e
. p # _* i
{
I J
~
- g g
y.,
g
__ _ Le p.A~.
l
{
M, r
..C
=
.. _O hk _ _.-
g i
.._.l I
J G
4 b,
l j.
{j
. W%
M.iir
-- li: j.?~$
. ;3 ) [:L.r. r - p l
ip'h
'.' Ji
- + ;,.
=*
- ;iE:
M
- !P M:- ~_ f 5.-+..'-
s =
y E2 Mf.b.J:H @!
Ol W.j-piif:W O F
.... g g
o,,,; g;,, ;,.. s.. _n;..
g,;._;.
-.f.gy.... s.._... _...... 1 ;.... l..;.;.;.. ;.. n... ; 7;,; [ n.. ;.,,;.. t.....,,
{.,,
,,,,[ ; ; _.
.;._;; L.... _ _..,;. ; t _.
._......f........
...2...-
- %;.s..
,i.m._...
_I'
- r.C.ew....
T
...r
._..._2-
_......_........ 4..
r
........_......J_._._...._..._......_..._..
...... _.......... _ p p j p,
._. __.,,g y
o_....
- 1..... l..
._.g...........
...y s.
_.._.l._....._...,._...n._.
.. O
.~.. -
..,_.__1,._.a_._.~
_ _. +
..s n+....u._
+
.4
....p.... t3
,.. ~_ _...
- p..
....._ s,._...
+-
-- J _ _
n.
4.._..
._.p.._
g 4._._..
i
.. +.. 1Lr
_.1.+.
.1
. _ {~,. -.,, _
__.... y.._.
.g, v.a
.4.
-~
9.. 3.:.:..i. f.. i.i. ;. :f
~.'.55hFd.d.. J. '
.o O
g.
i.'.ii M... n... :__
b d.. 75i.iF.i.iU..!.
.'.c..ri. l.i.s.:. :f..2.i. ;i.%.. H. _' f_ i.. I ; _' d_.
~
_-4
... _..,...,...... _.... ~.
..........y.-.-. }
__;~........'*L,
__ 9. _..
g
.. _......o.... y,
.e 3
.e
..,....-..._(*....
p..
..~......_._.~_.y.j.e.
.. - _..,. _._....... _ ~_
C
.m.
... l. 4.... -
,...I._.<-.l'..,
-.. I..
q.
d.
o
. +.A
..e..
i.s'_h, e__
.4,.p.
t.
e.
_3..
,4.__.,_
_ -~
s
.M...
.....l
_.J.
.7.'.
Q
.g
-.. l. r.
..i..
.N
.p__ _...
+
.. L...
. (..
i__
.e g
3.-
a...
,..s.
. q._
.)
(
j
- s. _
,a.
s N. 9
,t t
....: e
- \\.
--~~
t..
l,.
n.
..m.,;.
e t.,,
.,.w s
e
.4 s.
.. i.
.g
.n.
..i n.
g
.q
~.e.....
l J),_
i.
g lk i
GdV
+9 7
J GA
- F s's N
q
{ g*
f
'8
'3_
M Q-g% 4 P 4 44' Tvm og
- W
~O4 d G
f1 M1W.CTN'M
(#6 et
=
m
n --
i i
15
/
s-g I
i l
j 100:
i
-===- =_ =._ = gggg_ gggg__ __=
_ = _.
====-=.=52+_--_---==_.g--.====__---__
gq_gg-.=_===-_------===-===--=_------.-g__=_.____-..-_._..-.--
m 4
10 d
}
2 y
.-_p
-- =_.__-__. ---.,-- - _.-
= g-
_ _ =. -
= - - - -
dv
.I$
. - _ =. - - - -
._====.-.=-----------=_-====-=___-_=g_=._---_--_-
m z
2 0
c_
r 1.0 i
?
= =- - =52=g= _ __3 p==- --
q;=:=q-_==E - - - -
_--___y------
.-_-.-- _ = _. - - -
.=
__ _ _ _ = -... - -.. = __ ___
l 1
u.
0.1 0.1 1.0 10 100 FREQUENCY,NZ 1
FIGURE 11.1 HORIZONTAL RESPONSE SPECTRUM, OBE NO.1, X -Z EXCITATION, RRS 2.0% Damping, TRO 2.5% Damping.
i l
1
- -. - ~ -. _ _
~.. _ _....
l 16 s
~
S 100
~
1
===----.-_=--=.=.-_.._.--_---;-;..-----.=._---
. ---. ;3 -
==.=g5=-.---====:-_.======.=.--==33_.-
.. -. =. = = =. - = - _,
.I e
.m
^
10 1
t 2o TRS
,4 i.-
--.b______-----------=2.-;----_-------
-;_--;._-==_-------m------
W i
UM RRS w
__----=.=.==-----------=.=..=---;-=g===-__gg---y r===-_
5 m
o.mw Q".
1.0 g
e..:-------=,---=----__=.__--
_ _g 1
m.:.=y= =g-7 ===-====
_- - = = -.
z== :- --
__3_-------==_=
t
. t t.L i........
a.
..2.
0*1.............
..t..u.<.
4.i.a.
,.i_ u wu 0.1 1.0 10 100 FREQUENCY, NZ p
i FIGURE 11.2 VERTICAL RESPONSE SPECTRUh!, OBE NO.1, X-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
4 i
.u--_-
y
~ -.
17 1
100
.=, = =
=
p---
=-=- 3
_..,= =. = :( - - -- ------
==_5==3--.-__._--
4 i,
i l
I m
/
I 10 z
TRS o
1 H
^
^
__'.__==-=7 I
= -- - --
r ___ _. y.- = - _- z -
.ir e--
i:i u
RRS M
_ __ _ g- -
mz 2
"w as 1.0
,L----=w=-==-_-====-
--_--p==-
- x--- -- ---
__.___m._..
4 l
.1 0.1,1 0.
1.0 10 100 FREQUENCY,Hz i
FIGURE 11.3 HORIZONTAL RESPONSE SPECTRUM, OBE NO.2, X-Z EXCITATION, i
RRS 2.0% Damping, TRS 2.5% Damping.
i
L
-=
,i 18 e
L 4;
I O
t V
100
.=_=
__.3______..
- 2. _ _ _. _ _ - _. = _ _ - -. _ _. -. _ = - - - - -. = - - _
I
}
}
m
'l 10 TRS 2
o s
cc y
6 i
wv RRS M
_==_=_- - - - _ - - - - - - -. ---.___;..,g=_--- =._ ___ - -
wmzO Q.
mw CM f
1.0 1
ai
_------,-.m2-=__--
g-4
_ _ u__ %.2-
_====----=g_====_=--======
_-3 _ _ =
=--==--;,g-4,
^
l
..s:...w.. a.. +.. u s s a. -.s n. asw.=
a<-s-
- =s=**
.......... s........ s...s. s s... e... : s :
100 0.1 1.0 10 0.1
\\
l FREQUENCY, Hz 1
FIGURE 11.4 VERTICAL RESPONSE SPECTRUM, OBE NO. 2, X-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
4
-,w 19 s
~
/
y E
Ii f
100
_ =. - _ - - - - -. - - = = = -
- - - - - - - - = - - -. =. _ - = -. = = - = = = = -. - - -
- _ = = _ - _ -...
==_=_=-g--:=_=._=__n=:-.==-_=-===_-7-_..:.__=_--___---__---.--=_-
,c m
)
~
}
10 i
z TM j
o 9
~
- =.:==------
-.==-_----=_==;j--~45--uz.=------
~-
.2 wvM RRS
_,.x-=-g g w-=-_--
-g_===.==---
== =gg - ---
g r-2 e
cm 1.0 '
.._ _-- =. =---=_g.g.._=_-
=
. = _ =
.=-
=_g=_=.-_.=_.
-_ _ _._-. =~-
,.......w 0*1 0.1 1.0 10 100 FREQUENCY,HZ FIGURE 11.5 HORIZONTAL RESPONSE SPECTRUM, OBE NO.3, X-Z EXCITATICN, RRS 2.0% Damping, TRS 2.5% Damping.
i
T_
20 6
100:
- -- ~~ ~1 M1G^'====E= = =2
- f=. _-2^== ~T ^-~-b=== ========= =l-~ --
1
-. -. = =,.
= _ _ __. -.. =. _ -_.
_ - - - - - =
=32 =~
.2=.----=,.==
F L
,e U
- .:+-
~
10 k
~
TM s
p
= -
g
- wv RRS M
- - -._ gig.====.-
+===--==g_._.
---_. = - _..
= _. -
l
=
2 E
cc f
1.0
= = =
= = - -
T--
]
E1===
:::- ===== ++g-z:=
=:,5
.____m._.__._____-______-.m__
= - - - -__ _ __.
_ __ _._. m _ = m _
t
.--_4 n r.
0.1 1.0 10 100 l
FREQUENCY, Hz t
FIGURE 11.6 VERTICAL RESPONSE SPECTRUM, OBE NO.3, X-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Da: aping.
i
~.
l 21 s
a W
100 l
sa=:E=_- a=== ag_ggf_a=====- {=== === =g- ;12==r = f__ T=
2i=Eq-1==_===--
m
- - - =. = = _. = - = = = = - -
- =:- = = _ --
=.=n
=_ -,= --u-:_ := = = =. _.
y :-
=-
=g.=-_--_--.=:.=-=.
.m 10 TRS 5
m 4
===.== +.
==.w=+._
2.: -- ---=e= _.:&-=+= '
r -- -====v =5 - ~.^=
I cc I
W 5===--
g RRS vv
" -. ~ ~_ =_r
_ _. r-
~ -
zn-
~Z
=c g ==== =r=======Eg ;1_ps=-5.__Z__.
=
~
w gzO C-m W
QS 1.0
-=-------E=======--
-.-========_==-_z=_=--
.:=_;:5..
e_.-. -. - - - = = - - - - -
- = - -
_p_
i
- _ = _ _ - - - - _
_._-=.4.:,.-.=---
- - - - - - - - - - - -- = __~__- --
y= ;_. :_e - ~- - -
c
......s..
.....u n.w 0.1 1.0 10 100 0.1 FREQUENCY,NZ FIGURE 11.7 HORIZONTAL RESPCNSE SPECTRUM, OBE UO.4, X-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
22
,1 o
100
'=====
- ---=2-=g==-- g=_;m-qgc; -- - - _=== wc
22===
3;z. ; - --==
=. - _ =.. _ - - __ _ _ _ _ _. _ =. - - - - - _... = - - - - - = =. = _ -.. = =. = - = = - _ _ _ ~.
=.
- =; -- -
3 = m.
_ _ gg - - ----
=
m 10 5
TRS Q
======---_-g_.._.-3-,===---_=__-.---=:;.==.====.------
g Wvv RRS W
. - = = -
-=_::=------------.===__q 8
c.
m W
c:
1.0 ;
- 4
- ---===___-- -i=s+gn==
-- '=== Q_2gy -
=
- ====== y _- ;.;;
- --
=
su=- -==3__===yi=5=
2=3;r_ _ _ ; ~=:: m===
- .==::r--
_=33 } =-4
~
- w. a..
.........a...
FREQUENCY, HZ FIGURE 11.8 VERTICAL RESPONSE SPECTRUM, OBE NO.4, X-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
.m._.,
-.._.,s_
l 23
~
/
100
=_ -- _ :.: -
===_ _ _ _. -
1 ------ - - - -.
= ~-~=-i:C~-E5=~2^E====~r:s?E. =~ -=..- = =- - =-
T_r. - _=.. _-. - - -- -
' - - - - ~
- _. =
2_
-s hu-M m
10 2:
TRS o
>=
7 56-'
- - ~ ~-~ ~
-_ ;----..2 :=
-s _
gw U
RRs a
- ---_-.___-3 -
= - = - _ _ - - - -
y= -
.=3_
m f
.L.
m uJ M
i 1.0 2
. = - - - -..
..- _._.. __.=__ _
~~~~~.D==.^-5------===~~ -___~'-_~_~_=.-._~i.-
~
~~
_ _ _l.^. LCl=. ~'__^. ' _ ~ :.TL. _
.g.,.
. L.__L...w..a.
6..
0.1 1.0 10 100 0.1 FREQUEriCY, Hz FIGURE 11.9 HORIZONTAL RESPONSE SPECTRUM, OBE NO.5, X-Z EXCITATION, RRS 2.0% Da:sping, TRS 2.5% Damping.
f 4
. a 24 I
I 1
100;
__ g _ __ -_ :._- = - _ =_=.-- =-
r-
=
g:_======.====.===-===__--
= ---- - - =-=-~.==_g==.--=.--_2.---._.--=_---===----.,
- = = -
.m f
g a
10 TRS 5
e
-} - - ; -
_ _. - _ =
-==_
aw U
RRS E
==:=;=2=__.=-....+
_q - 2====u-------___:--===_--------=z-wm=
2 w"
CI'.
1.0
=__--:__--==:==-
___g_----------=_____.
g
- ==.-
- -. -. = - -
w=
-y_---====_====--.
a w
0.1 1.0 10 100 0.1 FREQUENCY,Hz f
FIGURE 11.10 VERTICAL RESPONSE SPECTRUM, OBE NO.5, X- :: EXCITATICN, RRS 2.0% Damping, TRS 2.5% Damping.
.. ~....... _
2S f
a 4
100-9-
}
-5:====-
_. -._=-
-- ;_ g :;33_- _=. 3 = -- -= -~-
- ==r--
- = -
_ _ _ - - ~ _
- - - - _ - _-==_=__=_-:
-- = - - -
y_=.=___--=-_.._-_=.__---.===..==---
m m
s e
.i s
C
-a f
-JU TRS 2
..j C
>=
==- ~^~ ~_ ~
- ==M =.==E2^
- ~ ^ ~ -
_~
====.:.-------
55====Q-q-
^
3 y
uJ RRS u
-- g- _-=-3=== =H
^ T- --~~ '
'ny=_=.----==3--==g--====-
y m
2O c.,m us CE 1.0 __
_=_.:-==-__
g- ---
. - _ - _ _ - - = _.
<i
~
._____.==---=____~_g---_3p==-_.
_-==g..--_=----------_- - _ -
- ~ - - - -
m-
~~
l u
=a-
" -s L-a i L'-
..s.. s r s... s.... s. s. s o s e.
u sa n ww s.s s.. w -
a.-,
FREQUENCY,Hz
[.
X-Z EXCITATION, FIGURE 11.11 HORIZONTAL RESPONSE SPECTRUM, SSE NO.1, RRS 2.0% Damping, TRS 2.5% Damping.
i I
?
_I 26
?
100:
L
--=g m_ --;:
_ = =
==- ---;-
- - - = -
==
_-.==g======_q
- .gg_=_ ggx.-g =.=__,___ _ --..._
L
,j m
s 10 TRS 5
- =-
3--
- , j P
g y ---
g.===
== -- Q==.=-
._= ----
.a W
RRS O
M g
=-_._-
z-2 20 a:
1.0
= _ _
_ = _ = _. -
. _ _ _ ~. -, - -
7 1
~
J 6
L.1.
100 0.1 1.0 10 0.1 FREQUENCY, Hz-FIGURE 11.12 VERTICAL RESPONSE SPECTRUM, SSE NO.1, LZ EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
6
i 27 i
i c
e
'f i
(
100 i
I
)
g~.= L:.;X-;:_ ;a3._
= = - = = = = ~ ' = = ' ~ - - _=_=.._ ^ : - _==_- s=w==:= =a=-:==== -===
_=__=_=._=_=g___=g__._-___-_.._=_._====-_=_._;____.______.____----________=_=____r=-
=_
.m 10 1
t Z
TRS o
I
--.----==_-----__=g ggy __ _ - --=== __ - - - - - -
-e.- =- - --
a wv RRS " -
5
=
gg.=
= = =.= =.z-
_ ::- :-._3:-_;__
--- - =
_-=w=_=_.__-
w
.= _-
g=oc.m W
d 1.0 '
'l 1
t; I
w_.__.m__
____ __ _______m_
=_m_._
e i
0.1 _1 0.
1.0 10 100 FREQUENCY,Hz FICURE 11.13 HORIZONTAL RESPONSE SPECTRUM, OLE NO.1, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
u 28 100
- =-= =:=.=_:. = : _- ~_ 5.=-_: ---_-_;3 : ===_3-
-- -.- -- -._-. : : -_ _3 3_ - =: _ _ _ _. _z.::
=E5
r=== =_=_-r. 2 _=.====.=.==_===_=.cr._:-=------.=:==-=
---g._..
- ===--
~
5 10
.z
.TRS g
r i
.=x.=--===---====~.----==:=__._
g 5 - _._:- - ---
__;_- -- -7 __
v RRS M
_ __ _ __ _,_ =-_ _ _ _ _ _.. _ =
_ = _ _ _ _ _
_ _ _ - - - _ = _ _ _. _ _ _ _ _. _..
__=g_-----
W z
o C.
m W
C; 1
1.0 "
l
_ g.- _ - __ _.
_ __ _7_._ _ _ _ -
- 3.._
g s'
.a.
a.
.u.
c..
..u...-s*
.....,....... m -s.
us FREQUENCY, Hz FIGURE 11.14 VERTICAL RESPONSE SPECTRUM, OBE NO.1, Y-Z EXCITATION,
~
RRS 2.0% Damping, TRS 2.5% Damping.
-..,,,...,,v.
...+-..
29 t
{
i i
100 k=.- - - - - =s. - =g-22n _E =&=i-- =.-.=:= =- _ _=_;==: = =: =-1~-L+zaE=M=- :2-2. :=E=e =-2
-=
.____ _. = - -
F_Gi J== ~~s_ETEW*4Tf =E= -^ =~z---- :_ ---.. -- --- ;;W.-
.s. : _^.- ~_ -'-9_Ea~ s= '== ~ ~~ ' ~ Z=== = = =~=~=T ^ - - ' ' ~ ~ '
- ^ L L.: = -
E Z:iEH==
~~Z to 7L e
~
10 5
~
TRS P
g
-._.--__.-.__2.gg====_=_g-ggg_=
g.== g=g_.=gn=_ gar =.m
=.-- -
w h
.----.---=_====.==.---==.__g=v-2;--
x E
S e
1.0 g=__=.=-=-.==
- ====a q. :=2._:==i:
2: 2- : 22== =3 = =-- - u ;._ _ 7~~
5 r= -~TM-C ~= ~=i:T_=~=E.~. 25=~=== =T^==EEE= ~ ~ '=22~*~~~ ~= ~~--
~K~3~Y~
0.1 0.1 1.0 10 100 FREQUENCY, Hz FIGURE 11.15 HORIZONTAr., RESPONSE SPECTRUM, OBE NO.2, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Da= ping.
j 30
f
,a i
Y
)
100 wg=2+g-= i- = ==== =- -rm==_= i.=1-+g: _ _ g.-mg_=--- -. - = = = -- - - -- -
G -;
1 =:T==?i&=GL'=n-;-Q L~~=^==~~'+= ^ TX-~ ~ ~ ~=--
~ ~~= =^====
10 L:
l 2
I C
TRS o
g 7...____.___..__..________
w vM RRS
_ = - - - - - -
- - = - -
= -
- - - = - - - -
- w 2
a c=
1.0
]
_=
_,=
j
, m_-.
j.
l ')
J O.1 1.0 10 100 g-FREQUENCY,Hz o
FIGURE 11.16 VERTICAL RESPONSE SPECTRUM, OBE NO.2, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
em -
---ymy.g.p+e-qw-g
-=-
--m--,y--
t-p7 - -- - ' - -
31 100;
/
-.gg_-------__^.= - -- - -== = 2-
- 2.===:~ ~ ~ -- ~_ - ;;==== ~__.
~~ 2m==5Ct=RKK 3.. ~22==-i ^.2GT2-- 2===~"'=~ E- =~~~ ~ ^ L. L-- en To 10 TRS g C< _ =. - - _ _ _ _ = - - - - - - - - _. - - - - - - - - - = - - - - = - g g d 8 RRS ..---e==:_--_=.==-n_=gg_=_=_-.=-===-=-===.g=:-- :==-= y . _ _ _ _ - - - - - _------===3g.= =_ --.----2 = f. c: I 1.0.
_==-----___33=-_----.--=---_
-;--- ^: ^2 w=-_.___.====:=-=_=_==------- -=s=
==- - - - - - - ^ - i 0.1 0.1 10-10 100 FRECUENCY, HI FIGURE 11.17 HOTCZONTAL RESPONSE SPECTRUM,OBE NO.3, Y-Z EXCITATION, TAS 2.0% Damping, TRS 2.5% Damping. meme m
,.-r_.. } 32 l ~ r 100
==== -;;==s===== g;wgg_.=_ g.g_=,==- --.. __ _ _ _ _ =_-.__ _ _- _ -
- =-
--.___=.-- h___ ;; =EE==#m '% h====t===n= =_ = -mR_- =_=.=-. = - -._ _ ___.__. _ _. __ _. = _g - - = _ - -_= .m 10 =Op TRS C ~ ~==z--;e=+==_-5az -y. = _. p__l_g:- --====- = w -4 a U< E'=..c===-------_.-- RRS M =^^ ===== - =p 5=,=====EkW =~=.- =~~ ~ :2 :- :: -
== - - _ _ -- = : =- = c C. Mu CC 1.0 --%~=ibE===221.EE =w2 =3==w = w=::-. =- - =.=a- =_ =--=== _=__ - --=_-__ z_ - - - - = = = _ =---- 5~ ~.--- =-K~ ~ ~~Tf32k[K '[ -. 2 ;===_C - _. = = - - - = - - _ - - - - - 0.1 0.1 1.0 10 100 FREQUENCY, HZ FIGURE 11.18 VERTICAL RESPONSE SPECTRUM, OBE NO.3, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping.
.33 6 o 100
- =:
v==--- -=== ; E===1=.23;; - - - ---- - _.=.---E : =;3_g -==-- = =~ =E22=.=-;X-LT ~ ^ ^~~===T&27==__ __3: ~4i=C ._1E=g-E&:: =1-2 M am m b ~ 10 5 TM ^ E
- .=============q- ====
- 43=- --.2 s -
- - - -_55===z. --i g g_ y. -s a La.ao RRS M - - - - - = _ y--- ag=_=gw==3g= - - -- -== - -- - -- - __- 3;g;_ _ _= g 2 0 a: 1.0 ._.--__-____.:gg.-..-=._-. = ~ ^ _ .5=s 2 - - -. _= =
- _.==_=_=-._ _=. - =_ =rs_iz._i=.r_c_- -- ~==== -
-====- 100 0.1 1.0 10 0.1 FREQUENCY, HZ FIGURE 11.19 HORIZONTAL RESPONSE SPECTRUM,OBE NO.4, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping. O
34 100 _ _ - _ _. -. _ _ __ _ _ _ - _ = = = = _ _ _ =.. _. = _. - - -_ -. - - _, _.. _ _ _ _ _ _.. ~. _.. _ _.. - _ _ _ - _ .. _ _ = _, _. _ - - - - = - -. __-.=.==_m_ _--=_=_-_=---.-ny__--__=-=====------3_--_.___=____.3 m 10 = o. TRS Q c-- wvM RRS
- =m==
==uc:=:.== q_._:_._.=-- = - -- ---- :_ = =z_= -2n = : - = =m==- w z O Q. W a: 1.0 - g:gg= 2 :q;_=;. =Ds.=r=- 3 q;;g=3--=.--- - =+=g==.i=_w=1=== _ p-- u----==-=2_._-;======.===:==..===-----. _ _ _ _ _ _ - - - - - - - - - _ - - - = = = - = n.7-- 0.1 0.1 1.0 10 100 FREQUENCY, Hz-FIGURE 11.20 VERTICAL RESPONSE SPECTRUM, OBE NO.4, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Da:nping.
35 g 100 t ~;-.._
.-=S==--:-------
-.------------w-- y ~ - --- -:=--.:- - - --= y .m. Li b 10 2 F. ' TRS x . u - =_ - g m Jw WM RRS g g_ _ _ = .= - - - =- .==---:---.----. g = _r=.r a 9 t;u Cf. 1.0 _ _ - _ -..__ = _ =. - l h__._. w w w w b b 0.1 0.1 1.0 10 100 FREQUENCY,HZ t l i L b FIGURE 11. 21 HORIZONTAL RESPONSE SPECTRUM, OBE NO.5, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping. i t 4 w
36 100_ - - = = _ _ = - ~-
- -..- - - - -. -
- =. __ 3; -,=^=.: = = - -.;f_7_.- .-= .~ ._=-a.:==_.=..~~~- w: 7 - ~-- = ihg.=_-.=== -- - :==:gg._g______=.-. -.=.= =_= -. = = = = - - = o TRS 0 1 .5 z
g==_=_g=~===x=-====g=-====__==3_-.=.====-.--. --..-=-==:
f S
==-==.::=_=.==-_=_=_=_-==:==:=._._-.. _. _a -== n.- RRS ~ - - -. = =. =. = = _ = - _ = = - =.. = = - - _ - -_=_=__=i = u z = = = - = _ _ = - - = - - - _ = = - ... -. =. r e ^ 1.0 - ~ = = n ~~ L- -Crn.~ _~ ~ Z T====== -~~ T_E-"t_ -- =_ Er: _ss=a==5==g_=Ea.1:gi-r-w_. ~~_ :==i5===-5~ =:2^ ~'~ ~3G~._ =_-X ~~ ~3 eg=g.:z==c. -c =.anw==2=inm====~~ M=-~~- =.. ~ - _ _ =. = = - =- _ _ ~ - = = -. =. _g 1 100 10 0.1 1.0 0.1 b FREQUENCY, Hz OBE NO. 5, Y-Z EXCITATION, VERTICAL RESPONSE SPECTRUM, FIGURE 11.22 RRS 2.0% Damping, TRS 2.5% Damping. e _J
f. 37 [ i. t i I 100~ 4 t, l ";= :=g=====
- _- _ ^_T-==-zKs35c
- - '=3==g2=-' ^ 2 - - ^.==.;.;_~-ra=~_==_ =i l
~ l - - _ - = = = = - - = - - _.
==;===_q==-_-_==_-7_______. =_--3----==-_3----=====d i 1 i m em / t., i 10 m i = TRS -s O 'r -- _ - - - - = - - - - ------------;_------- _ _ -. _ - - ~. - - = = - - -. - -. = - - - - - = _ - = -.. - _ _ _ _ _ _ _ _ w
- y
_. -- = _ = =- _ _ = = = = = = = --- RRS p mg_yg
===i oc.mw C'. m t - 1.0 - ^ D ____========_-=:=::==-----. --- ---------:-------===+-------__z _ ~= --- _ a 1 g_=__--'-__-_2._===----9 __- g-----=_.__==g==-;===== -- - - - - = = = = = = - - _=- =_._.___.- h! -i 0.1 0.1 1.0 10 100 FREQUENCY, Hz = --E E
- 3.,
FIGURE 11. 23 HORIZONTAL RESPONSE SPECTRUM, SSE NO.1, Y-Z EXCITATION, 5_ RRS 2.0% Damping, TRS 2.5% Damping. 1 -3 =
49 38 f 100- __=___=_=__=.:==_2___-:_ =__ g --_ _. _ _ _ _ _ __ _- = = = _ - - -
==_ = ~ m ..I' / 10 s TRS 5 s-4 L 3 u _ ___. w v RRS M g_ _= _.___ - - =_-- ------ 3 ;_y - = o 5u cz: 1.0 ' 7=--------_g--_---;--------=,--- } ~~ ~ \\ . _. _ _ = _ _ _ = = - _ _ = - _ _ _ - _ -_- =__ - - - - - = _ = = - - - - _ w 0,1 0.1 1.0 10 100 FREGUENCY, Hz FIGURE 11.24 VERTICAL RESPONSE SPECTRUM, SSE NO.1, Y-Z EXCITATION, RRS 2.0% Damping, TRS 2.5% Damping. .}}