acJ, ceeh
On Stability of Ships ¡n Irregular Following Sea
by
Tor Virije, Associate Professor, Division of Ship Hydrodynamics,
University of Trondheim, Norwegian Institute of Technology,
Trondheim.
Abstract
'l'he probkiii of cap.iiIiig of ships in u regular sea has during recent years
beculiic a inure and inure iiiiportaiit protkiii. Ibis paper gives a re%iew uf
previous papers, published by authors on electrical engineering iii analogus
fields. Their results are here applied to the ship-rolling problem.
In (he paper the author caciids the results for lightly damped systems to:
The ship is stable if: (J <
Where p is the linear damping coerncient in rolling and u2 is the variance of the time-dependent part of the metacentric height. Al the end of' the paper the author refers to some of the stability analyses of the non-linear and stochastically,
para-metric excilated equation of rolling.
1. Introduction
I lie iut hors intention ah t his paper is noi to prov ide a
coniplete soltitioii to the coinplictted stability pi ohicin ut
ships iii follos iiig sea. hut iatiuet to ',huw stone soiuuiions tu the siiiiplutie&l lineariied piohleiiu. I lue pitubleiti .is such is cLissical ulkt has pieviuuisly been iieaicd by niiuiy authors.
.ifl utitiodiictioii tiuc eu.iei
is ieteiicd to (Jill)) Ill.
li
is easil' seen that the dyniiiiic cquu.itioil utailing iii
lulltusiiìg sea s gi' cui [he luim.
f 2PI) )
g1 i (Pt g2t i t '»q (
I i)(i)
Iueic q())is a juitu
11h11 tl.iITilulig lei Ill. g1ii is,) iiouilitic,ii
'esitiiiulg ii.! ill .iuitl Cj i) is J_itIc it) Ilk: chl Linissii fiLJ( i'/tall L t)uIilhiiii1. .111th is 1iCIi .i .1 t.iiut,ii.ti, t ,.ulissi.iiisit)Lhi.istiL piaLu.ss hi iliis Lise tille IS hoi SpCL .uiI
iliicic
sted ti tiat tite stuliutioii ol l.q I t looks like. i:itiiei I ii is stable uinoi atid
ii it is. iii what sense t is stableI his papel ssill tiiii be &le.iling with the hi,ieait,ed lrm
Il Iqi ft
2pw
f
iltg,(t))P-()
intl will gite sutil Lient orudiiians ttìai [tie StIlilililil ti) ibis
ut1ui,iiititl is
stable. iogether with a
LhisCLISSI))ui iii he LIIIILtCIui stability LI lelia'
tui et disctussioiu al tue ieinu g 4f i' )v ill he given iii idduilin. Note thai il itie Saliutut)Fu al is iiiust,ihlc hic sahiiuii ol the equiivaleuit Iqi lus riot necessarily irustible. On the other hand: il the soluuiion ut I-q)2) is si,ihle does riot grow so rituich thai the non-linear lei ifl5 ut Iqi I) tiaVe Lu be taken into account, arid hcnee theslnliun ¡s said lu he stable. So: a sufficient condiiuon loi stability uf Ihe solution tif Fq(2) is also a suilicicitt cuiidi-lion loi stability of the sulul ion uf EqI I).
I ti siinphfy lIte discussion in the lollowing chaptet s. I-q(2) is icwi liten:
f2pb+(lfl(r))çb
1) (3) 15TCH UTE
Laboratorium voor
Scheepshydromechanlca
kohle?
Mekeweg 2, 2628 CD Deft
1O1-78Th--Fc 01G -81C
where r=i0t í(r)=g2(r/w0) and the difkrentìation is
taken with respect to T.
2. Definition of stability
To give a proper delunittun of stability of ships
in waves has been tinund tobe raiherdiffienit: the lit-st session of the t I ruernational Conference on Stability ut Ships and Ocean Vehieles in Glasgow in March 1975 uRefI2/) dealt with t his suhject . ,uiidthe conclusion ol
lIte papel s presented and of the discussion was that one has nut yetioutid a delunition ilkut is both sutisIaetur us such md
usehul tor practical purposes. lt is not the author's
inten-tion with this paper to introduce such a definiinten-tion, hut
rather a brief discussion of the suhjecl.
In statistical terms the best way of detiiiing stability oía ship is by introducing the probability, P. that the ship will
capoLe within a predicted time interval and define the ship It) he stable when P becomes less than a given probability level. e. The time interval should in this case he at least tite
estimated lifetime of the ship and P calculated according to the long-term distribution of rolling. Ihis definition 01 stability is very tractable fiom any point at view. escept
It-onu the user's: ills easily seen that this leads Io gteat
CollI-putiunal efforts due to the fact that both the probability
dislributioiì of
(t) (see Eq( I» and of the individual
maxima arc unknown.
KoLin /3/ has in a paper from l96 made a surey uf the
different stability criteria applied to Eq(3). The one we aie
going to deal with here:
Almost sure asymptotic stability'
is not bused on the variable as such. hut on a
I.yaptunov-tunetion in the form:
V
x'-A-x
(4)where XT = I,
I and A isa positive definite matrix. 'lheNorwegian Maritime Research No. 2/1976
variable 0 is said to be almost surely asymptotically stable
il Prob (V0) las
T
In chapter 4 it will he shown tlìa the deviation Irtun a exponential growth or decay ot V will he:
exp(
-
j l-í(rHdt-E(Il-fI))
which rapidly approaches I, and hence stability according
io this criterion will he moie restrictive than the one given previously, and sufficient condii ions of stability according to this criterion will he of great interest.
Before leaving this subject it should he mentioned t hai other stability criteria have been regarded in the liter'aiuie without the same positive results as for the one pointed i)lit
hei e. For an introduction, the reader is referred to Ko,ui or Arraiatnanr /4/.
3. Previous work on stability of Eq.(3).
'['he discussion of stahrlity of what is known
as the ItoeqIi
ilion
4
F(r) ' X
(f(5)
into which Fq.( I) - (';q.( 3) can he ti'anstormed. started in
1959 by Saniuels & Eringen /5/ with F(r)
given as awhite-noise process. '['his work was continued by Sairitiels
in a papei ¡(r/ where he presented: a genei cal (hein y l
stability ol r indorir lrrìcar systems. In I%2 ('aiighey &
I )ines /7/ showed
t hat when F (r) of one single
time-dependent term. sshich is a white- noise process, the pinihleni can 1w treated by the Fokker - Planck equation (st'C
Ref. //f.
I lic work on F (r) whit e e citat ion was e xtended tin noii while-noise by S.inìizels /9/ arid Ko/ifl /10/ who. in-tl epc irdciit I y. de s- eloped a sii lilt. lent condition tif -almost
sure asymptotic stability of I ql t) I heir results arc given in I-rg. 1. where for oui pii i pose, orn y the region for P< I
rs of any interest
Kiniin 's result s were gr eatly extended by Airai atn.int /4/ in 1967 arid his results ;ime gis-en in I-rg (t) together with
Norwegian Maritime Re.cean-h No. 2/1976
Tr
Fig i
The results of KOZIN, ARIARATNAM
andCAUGHEY & al.
The area between the
curve and theq -axes indicates the
stabi-ity domain
I (r
6
l.0
cAiicirr-;Y &
ii, 196e.
(Ref/Il/i
XNF/\NTF,,.1R68(Ref./12/)
Present
csu1t.n Irons theinethci qiven
by KOZIN 8 si, 1973
(Ref./14/)
Fig. 2, The results of CAUGHEY & al., INFANTE
and from the present paper. The
area
be-tween the curve and the q-axes indicates
the stability-domain
4. Contribution by Kozin & Wu
I he work in this field seems tempoi'arrly to have been brought to an. end by Koimn & Wur /14/ina paper form 1973,
t'herr work will he referred rn stime detail, due to the fact
that the author of this paper will, by the use of their
method, extend their results for slightly damped systenm,Koirn & Wiu hase their work on Fq(3). written in the lint rin:
X' -
(A +F(r))- X
(9)61
lu
1.0 KQ7,IN, 1963 (Ref./1O/) AP IArtATPAJI 1967(Ref./4/)
0.5 xxi c'AucaiEy 8 1,
1965 tRer./1l)
Koiin's. All these results are based inn the
Gronwall-Hell-man appioxr mat ion, which gives an nneq rial ii y foi the
solution of the integral-equation, replacing Eq .( 3). I-or P <T t) Artai'atnarlr's result becomes: 0 (r) rs almost surely
'asymptotically stable it:
i <'.Jiri2'p
16)
where o=virt(r))
In I 9M ('arighey & Gray / li / introduced i .yapunov's
direct method to the problem, introducing the I .yapunov-fu n ciii m
V-(p+ 102)fl,b-0
ji2
(7).-\pplyurig a t (nenni erri on h(nundness tnt qiialiaric fini ms. pros-ed ru lie paper-. ihe ciniuld extend Ariaiatnam's tlateri results. In Fig. tI) then tesnilts arc shown in addition tin the pie Vitilts Ieslilts.
In 196$ Inlante /12/ applied a clever approach based upon properties of quadratic hrms (introduced by Cesan /13/) and extended the results to:
( r) is almost surely asymptotically stable if:
(3<2p (s)
which is shown in ['ig. (2). together with ('aughey & Grey's
i estilt s-.
o I.0
110111 this tile) pi
ocd that:
¿(I-2P)
kf2I)klkII). 2p
whereI?
uid
P 1-.T
I IC)p(_f2/2iJ2)J)
k k i)CS)) )-k/12)
li
iii
oduc ing this into uiiequality
(lO) one gel s.III
-21y
i +
C)(f) (- i2/2u)J
together
with the reslrictioll
k <2p
(19)tJnequality 419) includes thatk issmall, and hence (18) can he written:
L-°L
r
-io
J
(20)
where
the firstterms
in a series-expansion of unequality(18) ai
taken into
account.lt is then easily seen
thatliii:(J
(21) X is almostasymptotically stable. 1 his is found by puiting k eqii;il toLCI) in (20).
A careful calculation horn unequalily
(lt) shows that for p< I
hasgot its maximum fork=Ù,undhenceíp isa
good approximation for the stabilitycillerion also t'or slightly non-lightly
damped systems.5. Additional Topics
Soute work has
been completed
on non-linear equa-louis; withotut bringingany interesting results....he
etitid-tion
2 ø'+( 1 +f(r))
-4- ) -(4(224
s liete g4 4 ) is strictlymonotonicallyincreasing noii-liiteii
function in ,
has been examined by both Inlante
/12/ and1<
o,'in & Wu
/14/, gi ing as result that the condiI
ion of
stahilit) ofq. according t) thisequat ton. IS the same asloi
I-q(3), which should
have been expected beforehand.
lxcept tor this, flO work
seems lo havebeen done in this
held.Au equation of still more interest has
been treated by
Koiin
/10/, Infante /12/ andMehr- & Wang 11.6/:
(A±F(TftX+h(r)
(23)dr
hich, except forthe h (r)term, coincides with Eqt9(. [his equation describes in practice the
roltiiig of a ship iii
qtiaiteriflg sea, having an Input( h r ))
togetherwith the
heave/toll coupling (F( T )).
Unfortunately,this equation is noteasy to handle, and hence the results ate not very interesting. lfboth fi h(r) fi
and II F (r)
I are hounded then there can he found some stability conditions
for this equation whichare given by the authors quoted, to shonì the reader is referred for more details.
A recent paper by Price /16/ deals with this problem and one of the conclusions is that the stability of the solution of
Eq(23) does not depend
on h(r), and hence that the
criterion of stability of the solutionof Eq(3) is valid in thiscase too, which should have been
expected from theclassical theory of stability and front Rosenberg's work
/17/ on
the
Mathieu equation.(17)
Norwegian Muriiu,ne Research
No. 2/197Ó
l:k '(f(rlt(r)J)
l'hts piool is based
on a
I .yapunov-ttinct ion:V- xTL'x
(Il)
L is it this stage &iiiteiciiiìiiied. but icstl iLICI.lR) he posillc
definite. I)utu ng the c,ulc alioli L is detcuinutued logetlucu
titi j paiaiiielei k. o (uhu:
?''
124(ici e k hecanies.
k .( 2 t. - :1' )I
I))
I
and k us chiuscit licei) uiIuuiu he consti hits
-O, I)
'oSoI.iiig this
uuueujiiulity. unte gels:(tI.
\(t)(ej)(( 2p
luJlIi)IA S1ul tl
t 001k
III ),dl
.j:( kf()J)
and hence
X is *luiuost sillelyasy nÌjRulicaIl) st:ihle it;
2p t DL ( 1k -f(î)j ):: t)
(IS)hich can he
piuved to
coincide withunequal ut y (Il)).
liom
luis uiìequiality J isI)piirnh/ed by varying k
lhe uthous
havegiven anexample with t(r) Gaussiandistithuled
with teto
mean iiid one with anarrow-banded
process. Stiangely enough, hey have not
extended thciiisuIts
lolightly damped systems,
and this will he doneheu e.
JIJI ( i.iUSSij(I variables:
'iI
exp(-12/202)dl
heie
A
Among addiiioniI
topics sorth itienioning, is anilteresting result given by (',raek / l/. I he present
piescii-tat iou is due io Aiiaratniim /4/. Assume i (r J u Fq( 3 Is
given as:
e1
F (r)
f 74)where i«l and
I(r) is
normalized accoiding it) for
IflsIilhlCC E(E2) I Rewriting Eq(3):where:
/ .exp( .pr)
(r)
(25)o2 =(l-p2 )_I/2
= e
and solving this equation by the method of sloWly varying phase and amplitude (see Ref./ 19/), one finds thai the
solti-lion of I-q(3) is stable ¡n mean square if:
4P(l-p2i>sf(2VïT,
(26)where S) is the spectrum of f.
Foi lightly damped systems this simplifies to:
>TfS1t2
(27)tuch. as foi' the Mathieu equation. coirelaics the stability I 1f i he soliO ion to the amplitude of t he input ¿it t he double (Il
the characteristic frequency.
6. Concluding Remarks
'\'. his been shown iii t his paper. the siahility (ufa ship iii following sea is dependent on both the roll-damping¿irid on the spectrum of the mnetacentric height. when i'egaided
slit (mai y stochastic proCess
l'he al iliost suie asymptotic staliilit seems to depend on
the total valiance oh' the metacenti ic height and that a
stil licicimt coud it ion of stability of lightly damped systems
can he written in the fornì:
P>ktJ
(28)
wheme K
seems to he the
best value found.When trying to apply condition (28)to a ship in service. OflC
t
has to go through a rather complicated calculation: first the
characteristic frequency in rolling and the linear damping ii this frequency has tobe found, either ('romexperiments
or by calculation by a ship-motion
computer-program. l'he next step is to calculate the statistical transfer-f'unction li orn the waves W the (dy mimic part of t hie nictacentricheight 'the main effects on the transfer-function are given
by: the variation of the water-plane area, due to the
not-parallel form foie and aft,
ne st the variation tuf theposmtiun uf the centre of buoyancy. which has a tendency io
cancel ou, the first ei'kct, and the efTcct of the dynìnumc pressure, which works in the sante direction as (loes the
change oh' water-planearea
't he calctiliution of the transfer -functit 'n can he done by computing both the dynamic and the static forces acting on
the ship from the sea when
running in reguilar waves.together with their local points of
attack From this,together with information ¿ihomit the centre of' gravity and the static montent tuf inertia of the actual waler-plane aiea,
uric is ¿ihie tti calcuilte the amplitude of (the vai mable pa; t
Norwegian Marilime Research
No. 2/1Q76
18
(lithe) mnetacentniC height. and hence the traiust'ei fuuriction l'i'omtm t he svaves to the ritetacerut r ic height ( 'omiuhining i his
htiitetituit with the save-'pecti tira in the cniiuiiultrl way described in both Ref/2(t/ und Ret/2 I I. one is able to calculate t he spect muni uI f' (i' ) (in Fq.( 3)). which in titin
gives the vanianLe. O. when integrated uvei'alllreqtiericies. As far as has been hmoiight to the author's kruttwtedge. no
Orte has yet carried ont such a laborious, hut stiaightfor.
wand ealcmilit ion , alt homigh it seems to he the most att rae-(ive way of' solving ube problem.
Another point rs that the mull-damping is often mIlic
non-linear than non-linear, If
(inc tries tul apply the method oh Flquivalent t _ineani/atlon» to the non- linear equationt see Ref/2O/ (Ir Rei/2 I/I, (une iifl5 irittu the tiuiuhtein t ti.tt t) is not Stationary and that its statistical distribution is quite
unknown, SO ¡t seems thai no adequate hincariialion is possible, one is then left with the possibility tifdoing sorne
numerical simulation on the non-Immicai equatitimi. tui get sorne information. I will just point out a way tut doing this: From a nunier'ical simuibitiuun tuf the variahleg2(l ) t in Fq( I J)
it is possible ('mont the Fq( I J to integrate (I J trout somiie
properly chosen nit mal conditions. Ry es.inuining I (
2(i)
Jduring i he i ntegma t mon one can find out mf' thieie is a n y t mend
to increase or decrease t: ( 2) and omit
then has iii
indication as to whcthen(t Jis stable inumtc,u'ì sqtJui u or riot
'l'his seems tobe the way lo search iftune wishes tui stul e the meal ship rolling pmohlerniii ttullostirig sea. cemt though suiuuuilition is a mather coinpuuremtiinc ctmisiiiiiuiig pIou
Jume,
References
/1/ ( R I 1 . ( ). : Beitrag iii den l'rtthlcuu; Ici Sicher heut des Schitles unì Seegang
Schiff und I talen 1961, I-i .6
/2/ l'meprmnt. Iriteinatuonal ('onference tumi .Siahmliiv
tif
Ships ¿utiil ocean Vehicles.Univ. uf Stmathclytle, (dasgow March l75.
/3/ KO/.IN, l'.: A Survey tut' Stability ot Stuichustic
sy-stems, Autouulat ea . \' ul . S pp t)S II 2, 1969.
/4! ARIARA [NAM
. S. 1, : l)yiiuniic Stability ut' a ('ol-u rn ii t'ol-unde r Ra ndom I Oath ing. I'ioc , t ,l'I nl , ('&uii f. uil
Dynamic Stability of Struuctmuues. pp 267-284. Peu'gamon Press. NY, 1967.
/5/ SAMUELS. J.C. und [RINGEN. AC
: On Stoclìus-tic Linear' Systems.MIr J. Math, 11hys. 38. 83 (1959).
/6/ SA M UEtS. J.C,: On the Srahìtity of
Ramidoni Sy-stems and the Stahmlizatuon of t)eternimnmctic SySy-stemswith Random Noise.
J. Acouist. Soc. Am. 32, 594 1960).
/7/ CAIJ(IIJFY. T,K. and DIENES. J.K.: 'rhe
Hehiuvi-oui oil mear Systems with Random Pai'anietrmc Exci-tat ron.J. Math, Phys.. vol 41. pp (W)-3 IO. 1*2.
/8/ ('OX, DR. and MIt I ER. HI).: The Theory
of'Siuc-hastie Processes.Mcthiueti & ('o ltd. london. 1970,
/9/ SA M U ELS. J.C,: 'l'heony of Stochastic Linear
Ss'-stemlis ss uth Gaussian l'ararnetrie Variations, J. Acou. Soc,, vol 33. pp I 782-1786. 1961,
I 10/ KOï,I N, l'a: On Almost Sure Stability of
linear
Sy-sterns wmttu Random ( 'oetìit'ients.
J. Math. I'hys.. VIlI 42. pp S9-fi7, 1963,
.
III' ('AtI(iIlI\.
I k .iiìd ()R/\'
:.li
Ji.: ii ¡li..' '\)-lutist iiic Stal')ility III I in..'.ii I) tl,IIIIIL ysicIII'. tsiiluSt LII i)tl ( (leiht eill'.
J. AjifIl. MtL Ê.. \oI.
2. No. 2. Pute lUi)
/121 INI
Nl I
I I ( )i iii).' Siahiht III OIIlL I lit'.)Non AlIOlIOlÌlti(l' R.kl.li Sysleiii'
J AppL
sletli
. Vol tNt
t.1.i
l)f?
/ I/ ('IS.\I.l
I,iljitti..
Itt_ll.Il.)lII .tt1.t
tilitti!iI
lI t)lIIL'llì'. II (>1 tJIil.ii ) I)iIi11e1Ll,ll I
-
ci Ltg l9.
II-il K( )i.IN. }
,iuid('.1,: (hi
lii'i.ihilt oil men
Stochisi i. l)lt,'eiiti.m(
l.qtiilttii'
liS! t1i.tlR. (' I. iii
\VAN(. l'K.('
i)i'.tti'.ioii liti d
P.lPCi h) ('aiighc
liti (ii .i
J. AppI. N4ch.
. Vil. H, NI) I. Miii. ltkit.
Some considerations on shaft alignment
of marine
shaftings
by
Odd C. Larsen, M.Sc., Del norske Ventas
Abtratt
reiiess et e ni the miliire d
ant eterzimI factors that inh1unce the
shalt alignmuucmmi in s'rs ice is
gi'.en. Ihe effects of draught alterations, thermal
in-Hucints...&teiutrit propeller thrust,thrust hearing Iiltiiig and bearing flesibulity
are distussed. S
' humilier aspe&ts of shalt ulignnicmit are also dealt s,iih, such as the e , hctsseeii requircilients (ii aligiunicut sersus ss hirling vibrations,
(lit' imnpor(alhe (it (olusl(lcIiiig
uiugular dcflel lumi between shalt and aft stern tube hearing, amid align1111111 iii duck
lt is tomnluded that Ihitsi' (actors miiust lie takemi into
consideration ¡mu the design a iialysis il wie is tu cilsure
aim approach lo I he concept et opt ini nui alignment
-1. Introduction
i lit.
Itf)til'.IIII 'hut '.
'.11_III ICIIL'.Clit'. titIc t! IL' Its)
IIIII)1)II.IIIT Itl,it liti . '.t.tit. cspccuauly
kim '.tiigle '.LiCVi
slIu1t'. LI lIt.1! ,i'. li i'. t)
lIt lIlium .Itiml iii th .ilt1t I itt III'.
iCl',tliI
II I', C'.'tt..iliI,tllitt)
I IluglI'tsttIII
cli.11II!Ii I',otit,uttit,tl i )itc 'Al'1 IiI CII'.IIIL' i!'.
illiìetIllil
s lt c'.t,ihlistt (ht i sit,! u! lImilieiii
I tti.
.uJ)7ihleitioli iti tite ulF LIII t ClilgItIttutil ilicui .
tu
tilt lC'.lgtl o! p 1titIlsI(Iii shit
s, .leimis h.'. guienully ht't'it .)tCCftti.'i.i I'. I ', ,IIII,)hulC Ittil ¡ti Okt.11
V. hut i'. tutelI
I Lili iCI! lii ,is .iit ulj)lttlitttli 511,111 aligililicimm
Stmicily. uii lIpliillIutIt
stillt
.illgillttctlm itiu hedeilmued t'. an .11 allgt.ItICIIt ill !hc.II 111g'.littititlict
hi_ai iig sputi'. ..Ii_i with spucliluui pl 1511101'. (t ills_i
t diluye lit
I given mild dIlL e lift,') ti. tilt, li Ilililt.I tu 111)1 lit.11 'Ail kilig l_omi(!IiltumlSditsIlids
I piI9h1'i lii'.) IltItiluttI o! ltc.titug lomd'. .t'. 'A ,11 I'.
itcptihlc
shah sim esses uit! uleilcu_tiittisI lie lliii(l,ltulLuIi,II', III th l,mit LIII LC uligilitudlti tltmy WIll u.0 he tes icttud licue Is
lIlly
p,l[ìCI lid iIi c.utl plIhtIslILih till
III'. sllhJLd(. cg. /lj
k liti lILI II lulls tu tIlfulliel
it ugt .uiiIIiiI,''. lIli. L lICeI iici_'Ii lutti Ill 1lit.' L.II¼
tii,iiittii tul liti
lllIt':icl lois ,Iilul slì.itt '.iit.s'uL''.
,iiiii
IIt.'lldCIiu.Il litt spcu_ihei.I sttullmttg II Ii1gL imiu.'uiIs. ug /2!
i lful l'kl( i'
W.(i : A Stability Ai.ilysusoi ¡lue Roil Momuninl .1 iIii) ill ail Im iegiuiui ciiway
Sit. ilupsh. Ping.. VIII 22. Nu 247. i)7't
1171 1<1 )Si.Niiil«i. R ri.i . Um the Stihuliiy tI
u Nluiihimlcul
NOII ,\IIII.tIiI)Iilt)ii'. Syiu_'mti. 2 (J S. I nrlgm. oui Appi
M Ii Il
t ins oh Mmcii. I)54
lUll (RAliF.. i1W.( I
: lug Aucliiv. ItU(u119/ NAVI l'li,
Ail.: PdiliiIh,Itiulii Mclhods
Jitiimi Wiley & Sons, N.Y. 1973.
/21)! liN, Y .I'
. Pii.Ii)iiI)lliStmLi tId.ui), tui Stu tictiim.ui l)
na-umile'.. McGraw-hill, N.Y. l%7.
/211 l'R lCl, W.(
. amid IIISI lOP, R. Ei).: PuohahilislicI heomy nl Shipi)ynamìmmcs.
('hapinan and H all, I .ouidoii, i 974.
ii
l's ttuuJuy c&tuiinioni puai_lmce (t)L'iIIi)i (lilt Sohle kund oh
sfì,uit (IhIgmiunemIl cticlii(l(lOniSfuji at least insIill.ltul,uuus
L'lullì-pmlsuulg mediuctmon geaIs. Ihe basIs and extent ai these euldill,lI omis, however, change ensiderably fromm sh l[) Iti shIp tiepentidmit on
experience, accepted practice (lid usai-table 1.1,11(1. A conveniitunìiI (iligillilemIt (Ilualysis (IstItill) comuipmmses only the evaluation of the statue.. shafting con dit oit at an average dIauight. Ihus, possible changes in the
uimgmuniient emicotiritemed d&uming lunnmng condmtmon
tom valions iluiiughts ate mint consmdemed. ihere (lFd a niimnhem nl dmiieient exteuniil mulitienices that may cause changes In the
ilmgnmmuemìi mn semvmce. lt is essential that one is aware ut
ihese iactot's and that they aie taken unit) consideration in
the design analysis as carefully as possible if one is ti)
approach the concept tut ooptmmulnu almgnmeni
The scope of this
paper is to discuss some ofthsc
lactois with special emphasison geared installations,on
time hiisi'.
of experience gained
lrotiuIheometmciil anti
e \pCIifllei)t.11 investigai inns cammmed OIt un recent seam
s.
wmth pamticulam icleiciuce ti) large tiiihune tankers
(2$-41.5(10111 .dw. ). i he Comliluent's will, hoss ever, un most cases.Iiso he relevant ton smnillen ships. ( )nl the alignment olthe rmi.uitì shalting system ms eonsudeied
Al iriieglU?l if muruti,pie R('searl /i A'u. 2//971')