SCIENTIFIC ABSTRACT NAZAROV, A. G. - NAZAROV, B. N.

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• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT

I
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fl #Ztq KIOY9 Cr,
HAZAROT, A.G.
Mechanical similitude of solid bodies andtts use In Investigating
structural components and seisrAc stabilit7 of buildings. Report
no.l. lev. AN Arm. SSR. Ser. tekh. nauk 10 no-5:15-28 157.
(ICERA 11.,J)
1. Institut stroymterialoy I sooruzhenly Hinisterstra strottelf-
stva krmSSR.
(PArthquakes and building) (Strains and stresses)

NAMOV. A.G.
Mechanical similarity of solid bodies and its utilization in
studying structural compoiente and earthquake resistance of
buildings. Izv.AN Arn.SSR. Ser.tekh.nauk. 10 no.6:'J-16 '57.
(MIRA 11:2)
l.Inatitut stroymaterialov I sooruzhenty Ministerstva stroltalletva
ArmSSR.
(Znginearing models) (Strength of materials)

<
AUTW21 ftnovito. To. 0.
TITIjj A conference on zlAvt.,c Vibration* at tno institute of
mechanical Zngineering of the A~.,v.~vzj of Jcloacos Of the
Latvian = (glowsshc"Alys po vapmsam uprugLA-h Aoleb"17
9 Institute a~ahInovod*nIyL Ak&d.%Ii U." LAtv~ljjzoy i5a)
M10DIZALt J2V63tlj* Akadanit =auk 33SR Otdolonlye takh-tchesAL"A
sauk. 115a. Xr 10. rp 15d-15,) (aza)
A53TUCTz This Conf*reaco took place or. June 11-15. 145,1. In Riga.
Altogether over 70 people toot part In the cocferozc* (&Part
tram those narmally based at Ries). Sloven ;,^;~ra were read:
1) Mis effect of vibratlin on ftysttaS with dry frictiono, by
1. 1. Alokh-an and G. Tu. Dzt~nelidze (Jonin6rad-).
2) Two papers on dinaxic yrjble~s in the njnli~oar theory of
lates and no shells by V. 1. .~.i A. j- VollaLr
3) -A qualitative stwdy of the form an,4 rro4uovcits of
a4sural vibrati3as or thin elastic szolll.. by A. L. 031*4.n-
(Moacos).
4v3Zez;:As problims 10connection with vLbrat,3" of elastic
reds 11L the case of large displac*2entsa, by La. J.
(L:oscom)
5) -CoQp1ed vibrations of vanes &~4 discs LA turblaws* and
*Passag* through resonance of & linear 479t*2 with 00ft-
linearly varying frequency*. by A. F. Iftlip.-4v (KI-'kov).
6) 'Same problems In the dj==1Cs of Cr-Ileally elastic
trotchod ttraftl*, by V. A. 3votlit6c.-Y (Max:aw)
OtL tbe of QMMM prozessoo In saild bodies*.
B
b G Noz.roi (Terevar.),
a U., coftatructj~,~ I hjst4rss1.'.b-T to. G.
ftan , v IkL 8164)
9) -ConstructL~Aal tVater4sts to rvs1--avtaIlLz stack absorb-
ore, by 3. 1. 41ra one (Bit
T
no donf*reLce *as clos d v-L~, . och by U. d.
Borodich (Moscow).
Card ;1/2

HAZAMT, A.G.
KnChanical
studying, structural
buildings.
I-PO 158.
A
mtmllnk~of PoM bo4las an4 its utilization in
mpononts and earthquake resistance of
Part 3. Izv. AN Arm.SSR. Sar.tekhn.nauk 11 no.4:
(WRIL 11:10)
1. Institut stroymiterialoy i
stva ArmSSR.
(Enginnering modols)
soorushenty Kinisterstva straitoll-
(Strength of matorials)

HAZAROV, A.G.
RArhanical similarity of solid bodies and its use in the study of struct-
ur&IcoM)onqnti3 and earthquake resistance of buildings. IsY.AN I,rm.SSR.
Ser.tekh.nauk 11 no.6:3-10 1 58. (MIRA 12:3)
1. Inotitut a troy materialov t nooruthenty Kininterstva strottelletva
ArM.SSR.
(Strains and stresses) (Engineering models)

5(10) PHASE I BOOK EXPLOITATION SOV/2537
Nazarov., Armenak Gevorkovich
Ketod inzhenemogo analiza seysmicheskikh sil (Engineering Analysis of Seismic
Forces) 2d ed. , rev. and enl. Yerevan, Izd-vo AN Armyanskoy SSR, 1959.
285 p. Errata slip inserted. 3,000 copies printed.
Sponsoring Agency: Akadeaiya nauk ArTyanskoy SSR. Institut stroymaterialov
i sooruzheniy.
Resp. Ed.: B. K. Karapetyan; Ed. of Publishing House: A. G. Sikuny; Tech.
Ed.: M. A. Kaplanyan.
PURPOSE: The book is intended for scientific and engineering personnel in the
field of seismology.
COVERAGE: The book describes a new method of direct determination of seismic
forces by seismographs. The method, introduced by the author, consists of
the direct integration of the equations for ground motion by special multi-
channel seismometers which reflect the behaviour of structures during an
.Q;r_d~ 7-3

Engineering Analysis of 3eismic (Cont. ) SOV/2537
earthquake. The author proposes several types of simplified maximum-
amplitude multi-pendulum seismometers to record highly destructive earth-
quakes without time marking. The adismometers, described in detail, consist
of a number of Linear oscillators equipped with freely oscillating damping
devices of various periods. Among thempthe AIS-1 and AIS-2 (including a
portable model, the AIS-2p) seismometers were developed at the Institut
stroitellnykh materialov i sooruzheniy (Building Materials and Structures
Institute) of the Armenian SSR in collaboration with the Armenian branch of
the Soyuzvzryvprom (AU-Union Drilling and Blasting Trust). Ground vibra-
tions were tested by these seismometers in connection with the Gyumush power
development on the Razdan River. The author determines the intensity of
earthquakes from the observed amplitudes of seismic accelerations and
evaluates the seismic resistance of structures. In the last section the
author recommends a program of seismic-control networks for localities sub-
ject to earthquakes and defines the tasks of engineering seismology as ap-
plied to local and general conditions. Areas of regionally uniform occurrence
of seismic disturbances are outlined. A number of suggestions are presented
towards organizing engineering seismology services in the Soviet Union.
Valuable material is available in chapters dealing with the engineering
aspects of seismic studies in TranscaucanU, above all those cYiapters evalu-
ating the seismic resistance of local L3tructurea and the devices used to
Card 2/ J ~

Engineering Analysis of Seismic (Cont. ) S011/2537
determine resistance. A short survey of the development of seiamological
instrumentation is given. Specifically mentioned are the contributions
of G. Ya. Arutyunov, A.K. Shanshtyev, K.S. Zavriyev, S.V. Kedvedev, I.L.
Kdrchinskiy, B.K. Khrapetyan, M.T. Umzbayev, V.K. Kabulov, V.T. Ras-
skazovskiy, and E.Ye. Khachiyan. The author thaaks K-S, Zavriyev, Ya.G.
Panovko, S.A. Ambartsu=jan, L.V. Shakhsuvaryan, S.S. Darbinyan, I.V. Pesh-
tmldzhyan, and also Wang Kuan-yflan of Harbin (CPR). There are 151 ref-
erences, of which 118 are Soviet.
TABIE OF CONTENTS:
Introduotion
Ch. 1. The Interaction Between the Fbundations of a Structure and
5
the Ground During an Earthquake 15
1. Transmission of seismic disturbances to the foundations of
a structure 15
2. TWdog into account the yield frecoill of foundations during
an earthquake 26
3. Equations for vibrations of a rigid structure built on
ground during an earthquake 39
Card 3/ 4'5

(J
AUTHOR: Nazarov. A. G.
5/169/62/000/009/013/120
D228/D307
TiTLE: Dynamic likeness of solid bodies
PERIODICAL: Referativryy zhurnal, Geofizika, no. 9, 1962, 21, ab~
stract 9A133 (Tr..Arm. in-ta stroymaterialov i coo-
ruzh., no. 1, 1(~59, 11-20)
TEXT: The conditions of dynamic similarity are considered. If the
processes of ageing and creed are disregarded by virtue of their
duration, the possibilities of modeling wili be enlarged. It may
be reckoned that at tile time of shock or.seismie action a mate-
rialle properties will hardly change during tile course of dynamic
processes, and that no creep will be displayed. It is also pobs-
ible to disregard viscous resistance and to reckon that the attenu-
ation of free vibrations is independent of their frequency. The
conditions of dynamic likeness are considered for prismatic pivots
under the action of variable, transverse, and longitudinal forces
and in tile case of a collision between an elastic pivot and an im-
mobile elastic slab. Abstracter's note:Complete tranalation.-7
Card 1/1

RkZAAOV. A.G. (Terovan)
JVwlumontal theorem of aimilitude as need in nodeling con-
atritction elements. Stroi.mokh. I raRch.soor. I no.3:15-19
159. 041RA 12:8)
(Dimensional analysis) (Strictural frames--Models)

4jj?Gg=r B.1,; HMAYZLYA119 A.A.; PIRUZIAN, S.A.;
aceased]; SH&GINVIN, S.A.
[d
Preliminary work results of the engivisoring seismological
detachment of the Joint Tajik Seismological Expedition in
thQ Stalinabad region. Izv. Otd. eat. nauk All Tadzh. SSR
no.3:U-26 159. OGRA 15: 5)
1. Iwtitut saysmostoykogo stroital'stva i saysmologii
AN Tadzhikskoy SSR, Institut stroymaterialov L sooruzheniy
AN Armyawkoy SSR i Inatitut stoitellnogo dela All Grutinskoy
SSR.
(Stalinabad region-Saismological, research)

RAWOV. A. G.
Simplified proof of the basic theoren of broadened siillitmde of
solid deftrized bodies. Izv.AJJ Arm.-;3R-5ar.takh.nw1k. 12 no.l:
57-58 '59- (141U 12:4)
1. InstItut stroymaterialov i sooritzhaniy Kinisterstya stroitell-
stva Arm.SM.
nearing models)

r
82529
(;.1400 S/173/59/012/05/06/009
AUTHORs Nazarov, A.G.
TITLEi Preference Numbers and the Technique of Calculation
PERIODICALs Izvestiya Akademii nauk Armyanskoy SSR, 1959, Vol 12. No 5,
pp 55 - 60
TEXT: The author welcomes the introduction of the Soviet standard
GOST 8032-56 entitled "Standard and Series of Preference Numbers". The
simplification of Industrial calculation is of part4cular interest and it
was established that any arithmetical operation can be performed with the
aid of preference numbers. To facilitate this, all other values should be
abolished from the system and every arithmetical operation pErformed exclu-
sively by preference numbers whichv in turn requires M8 standardization
of the latter. Preference numbers series q* u X at q 0 - 10 and O-4N/--99
are shown on Table 1. Any preference number can be shown ass y - 10�nx,
thus every value can be replaced by a preference numberowith an accuracy of
-1-15%. Assuming that the calculation is based on q1.0 0 - 10, e.g., q^.*
1.0023, every value can be replaced by apreference numbec with an accuracy
of -0-115% which is adequate for the majority of calculations. The divi-
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82529
S/173/59/012/05/06/009
Preference Numbers and the Technique of Calculation
sion, multiplication and involution of preference numbers results again in
a preference number. The addition is carried out according to Table 2,
showing Avalues in relation to Cfvalues. In order to establish the sum of
two preference numbers, the amount of the smaller item is substracted from
the amount of the greater item, P value is determined by value Ctand the re-
sult added to the number of the greater amount. Subtraction is carried out
according to Table 3, showing Fevalues in relation to CLvalues. The differ-
ence between two preference numbers is determined by subtraction of the
smaller number from the greater,,r value is determined according to value Of
and the result subtracted from the greater number. Table 3 showsy values
at which is the permissible subtraction error of t5%. Multiplication,
division, involution and evolution are carried out according to afore-de-
acribed methods, whereby addition and subtraction symbols are replaced by
vertical. lines indicating that Tables 2 or 3 should be used. Data on Tables
1, 2 and 3 vouchsafe an accuracy similar to that of a slide rule, therefore
tables based on q1*000 - 10 are of particular value. Merits of the proposed
method are as followeg the relative difference between two proximate values
of two preference numbers
Card 215

82529
S/'73/59/012/05/06/009
Preference Numbers and the Technique of Calculation
n n-1
q - q X 100 - (q - 1) X 1OT;
n-1
q
does not depend on their absolute value, i.e.r is a constant value. Loga-
rithms of preference numbers appear always as whole numbers. Interpolation
is replaced by serial tables and complicated mathematical operations by sim-
ple ones, i.e., multiplication instead of evolution etc. A small reserve
of numbers is sufficient for a wide range of calculations which in a great
asset to_storage devices. Taking the smallest and the greatest known values,
i.e., 10 13 and 10-28cm, one finds that only 4-100 numbers are necessary to
determine any length with an accurag ofrl~ if the denominator of geometri-
cal progression is assumed to be 10 10, of 41-000 numbers with an accu.-
racy of,_1% at a denominator of q1.000 10. The expediency of this system
in regard to computers is being considered. There are 3 tables and 2 Soviet
references.
SUBMITTEDi March 15, 19519
Card 3/3

V . 1A . Lt . ; i~il rA r- D 1-1, Aa . 0 . r, . ; a ruIkul-Tillul. Q. IA.
"The Method of Direct Determinations of Reduced Spectra of Seismic Accelerations."
report submitted for the Second World Conference on Earthquake Engineering, Tok-jo and Kyoto,
Japan, LI-18 July 1960.

is fit
10
VS 1 1 3 1.,
A I
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4-34
All 15
14

1121, 11,0C3, 1105
AU-ANOR: Nazarov, A. G.
26056
S/173/61/014/001/0'11/002
A104/A129
TI71,E: On the mechanical similarity of solids and Its application in the
investigation of building structures and the seismic resintance of
structures. Communication 5
PERIODICAL: Akademiya nauk Armyanskoy SSR. Izvestiya. Seriya tekhnicheskikh
nauk, v. 14, no. 1, 1961, 3-16
TEXT: The author describes further development of the theory of simulation
of solids under strain, presented In Communications 1, 2, 3, 4 (Ref. 1: Izvestiya
AN Armyanskaya SSR. Serlya tekhnicheskikh nauk. 1957, v. 10, no. 5; 1957, v. 10,
no. 6; 1958, v. 11, no. 4, and 19%v- 11, no. 6- and Ref. 2: Manuel Rocha,
"Experimental Dimensioning of Constructions", Laboratorio de engenharia civil,
Lisbon. 1952, no. 21). Mechanical similarity In the statistical sense Is achieved
when the corresponding points of the prototype and the model show Identichl rela-
tions between stress and strain tensors. If model A' is an exact replica of
prototype A, their statistical characteristics are bound to coincide. The same
rale applies to a series of models and prototypes (assemblies) Ai and A'i. This
Card 1/b

26056
S/173/6i/014/G0i/0Gi/(z)2
On the mechanical similarity ... A104/AI29
juxtaposition, though hardly feasible In practice, was necessary to prove that the
--reation of the mechanical similarity of prototype and model systems requires
their identity In the statistical sense. Careful selection of material, technclo-
gy eic. may produce a series of models endowed with required statistical data,
thus providing statistical similarity of systems Ai, Ali by artificial means. 1*1
appears that the statistical coincidence of mean values and root mean square
deviations is sufficient for this purpose. Experiments carried out on samples
made of similar material showed that at the reduction of their dimensions the
strength increases. This was particularly evident on samples made of brittle
material; the occurrence is generally known as scaling effect and contradicts
tne law of similarity of solids. The most frequent Interpretation of the scaling
effee~ is linked with the statistical theory of' strength of brittle materials
which Is based on the heterogeneity of the latter, i.e., the presence of 3tronger
and weaker grains causes an nonhomogeneous strain. The bigger the sample the
greater Is the number of grains deviating strongly from the mear. strength causing
a general decrease of strength. At the same time smaller samples will have a
higher meaui strength but also higher mean deviations, which leads to a deviation
from the condition of similarity In the statistical sense. Thus the scaling eff'ect
defies the basic requirement of the law of similarity, I.e., the statistical
Card 2/6
P- P,

S/117%/014/001/001/002
On the mechanical similarity ... A104/A129
identity of prototypes and models. N. N. Davidenkov (Ref. 9: L. S. Moroz,
"On the Problem of the Strength of Cemented Steel", L., 1947, and Ref. 10: N, N.
Davidenkov, "On the Effect of the Dimension of Samples on Their Mechanical Proper-
ties", Zavodakaya laboratoriya, 1960, no. 3) suggeated a connection between the
scaling effect at brittle fractures and the accumulation of the potential energy
in the system testing-device-sample. The bigger the sample the greater is the
accumulation of potential energy spread during the initial cracking passing into
the kinetic energy of the system, thus accelerating the destruction process.
Experiments in respect of this theory revealed that the scaling effect appeared
to be the result of an inadequate testing method, rather than a factor preventing
proper simulation. Obviously the scaling effect can be caused by the choice of
production technology of prototypes and models. There are two possibilities:
1) similar technology but differing results, depending on the proportional rela-
tion of the prototype and the model, and 2) different technology necessitated by
the dimensions of the sample. Further causes of the scaling effect are: varying
nardening and thermal processing; surface stress, and the relation between the
strength and the gradients of stress components, It is possible that strain
components depend not only on stres3 components but also on their partial deriva-
tivP3 along coordinates. Therefore deformations may depend on the "velocity" of
r,ard 3/6

26056
S/173/6i/o14/G0l/G01/G02
On the mechanical similarity ... A1041A129
stress variations In given directions which would result In disturbed similarity
ronditions at an uneven stres.9 distribution. Pertinent literature contains no
reference to experimental confirmation of this possibility. Thus the scalipg
efft-'. distorts or rather obstructs proper simulatlon of solids under strain and
should be taken Into consideration during experiments on models. With the compar-
ative increase of the sample In relation to the extent of its "defect", the
scaling effect asymI63tically tends towards a limit. For this reason the scaling
tiffpct may pass unnoticed on samples of sufficient dimensions. The development
of plastic properties of the material modifies the scaling effect. A further
difficulty is the simulation of the material itself, I.e., Its proper election.
Simulation of homogeneous isotropl,~ solids under strain Is simple within the
limits of Hooke'3 law, particularly if the effect of the proper weight can be
ignored, as it requires only the parity of Poisson's ratio for the prototype and
model. Models assembled of parts made of different materials present greater
dlffi~altles, as their elasticity modules must coincide separately for the proto-
f,ype aid separately for the model, whereas Poisson's ratio for analogous materials
should be equal. This diffic-alty does not apply to simple simulation as here the
prototype and the model can be made of the same material. Main difficulties are
encountered in models subjected to stress and strain beyond their elasticity
card 4/6

26056
3/173/6i/ol4/001/001/002
On the mechanical similarity ... A100129
limits. It is practically Impossible to obtain an exact correlation between
stress and strain tensors applicable to expanded similarity P6, e,
fora general case of complex stress state. Such cases can be solved only
individually by approximate simulation. Whilst the choice of method will depend
on the nature of the construction, the solution should contain an estimate as to
the simulation error. A stricter method requires specific mechanical values to
be shown with deficiencies and excess. The solution will t.'.1en resemble the "fork"
widely used In mathematical analysis. Some factors indicate the expediency of
this method. Another satisfactory solution is the application of analytical and
e.Verimental methods. Its aim Is to gain information on the conduct of the
prototype based on a model of Inexact conztruction. One of the approximate
simulation methods involves a part-by-part simulation. Data on the mechanical
properties of individual parts can be easily obtained and the experimental selec-
tion of appropriate models and their conjugate joJnts, satisfying the requirementB
of similarity under the influence of analogous loads, solves the problem of
simulation. This method requires a carqful selection of material and precise
copying during simulation, as even considerable deviations have no adverse effect
providing that all main mechanical characteristics meet the similarity standard.
As each prototype consists of several parts, their mechanical similarity in the
Card 5/6 1

26056
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On the mechanical similarity ... AlOVA129
statistical sense should be ensured. Test results of one type of prototype parts
provides information to their mean strength (R) and root mean deviation. The
modeling technology should ensure that Rm - P % and root mean square deviation
with the same ~ factor [Abstracter's note: subscript m (mean) Is a translation
of the original CP (srednaya)]. Statistical characteristics can be obtained by
using the combined results of destructive tests on Individual samples and the
results of mass-scale nondestructive tests. The part-by-part method perrlits
thorough tests on model groups, large enough to provide reliable data on the
performance of prototypes and even their statistical characteristics. Models
made on 1/10 - 1/20 or 1/2 - 1/5 scale (for large objects) are adequate, particu-
larly as mechanical values of large objects are hardly affected by further
increase. In case of large concrete blocks only one large slab is required;
here the part-by-part method degenerates into approximate selection of model
material suitable for governing stress conditions. There are 13 references:
11 Soviet-bloc, and 2 non-Soviet-blac.
ASSOCIATION: Institut stroymaterialov I sooruzhenly Gosstroya Armyanskoy SSR
(Institute of Building Materials and Structures of the State
Office of Construction, Armyanskaya 3SR)
SUE14ITTED: November 5, 1960
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S'/173/61/014/002/001/001
D202/D305
AUTHORS: Nazarov A.G., Karapetyan, B.K., and Piruzyan, S.A.
TITLE: A method for approximate seismic micro-division into
districts
PERIODICAL: Izvestiya akademii nauk Armyanskoy4, Seriya tekhniches-
kikh nauk, v. 14, no. 2, 1961, 43-45
TEXT: The present material was presented to the Tnatitut fiziki
zemli AN SSSR (Institute of Earth Physics, AS USSR), for drawing
up instructions on seismic microdivision into districts. In order
to accumulate factual, comparative data about earthquake intensi-
ties in various local conditions, the authors propose can~ring out
an approximate seismic microdivision of inhabited and building
areas in the manner indicated, since it is impossible to solve
this question with instrumental surveys in the experience of A.G.
Nazarov, B.K. Karapetyan and S.A. Piruzyan (Ref. 1: Seysmicheskoe
Card 1/8

3/17 61/014/002/001/001
A method for approximate ... D202YD305
mikrorayonirovaniye na instrumentallnoy osnove (Seismic Micro-
division into Districts by Surveyin~ with Instruments) Doklady
AN ArmSSRj Yerevant 1961 (in print)). Geological and geophysical
investigations carried out ir. the areas ZA-bstractor's note: aese
not give subjected to these microdivisions will result in ob-
taining i'ata about the velocities of seismic longitudinal waves in
the various soils encountered. A relative sotismicity of individual
sections of the territory is then determined, according to their
basic geological, hydrogeological and geomorphological character-
istics. Thtse local characteristics are determined by introduping
the following coefficients: k 9 - taking into account the type'cf
ground in a dry state in the base of the building, kv - t9king
into account the ground water level, kr - taking into account the
topographical relief of the area. The overall coefficient k which
will consider the variation of the earthquake intensity in various
local conditions will then be the product of the established
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S/173/61/014/002/001/001
A method for approximate ... D202/D305
coefficients:
k = k9 ' kV . kr
Multiplying the seismic building coefficient-.k (Ref. 2: Normy i
0
pravilti stroitel'stva v seysmicheskikh rayonakh SSSR (Norms and
Regula~ions for Construction in Seismic Regions of the USSR), (3N-
8-57), M., 1957) by this new coefficient k, one obtains a coeffi-
cient of seismicity k' for the zones considered: k' = k - k (2)
s s s
To establish approximately the coefficient kg which refers to the
type of ground in the zone considered, the following formula is
proposed, based on the pri-nciple of conservation of seismic energy
fLux, not accounting for reflection and dispersion in the parts
overlying the hypocentrum:
/I v
kg =Vre s (3)
PV
where density of the ground at the initial point; v. ~- velo-
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S/173/61/014/002/OC1/001
A method for approximate D202/D305
city of tho uoiumio wavon (IorigittidAmi.1) fit tao Initial point; P
density of the ground at the point considered; v = velocity of
seismic waves (longitudinal) at the point considered. Ground den-
sities and velocities of the seismic waves are determined by
measurements in the field or are ascertained from data in I.I.
Gurvich (Ref. 4: Seysmorazvedka (Seismic Prospecting), M. 1954).
From the analyses of results obtained from observations of earth-
quakes and explosions by multipendulum seismometers. Table 1 was
prepared, in which approximate values of k 9 for various types of
soil are given in relation to the clay- sandy loam considered as
a "unity type" of soil on the map of st-ismic divisions of Soviet
territory (Ref. 2: Op.cite) and S.V. Medvedev (Ref. 13: Seysmiches-
kcyc rayonirovaniye territorii SSSR (Seismic Division into bistricts
of the Territor of the USSR), Tr. Tnstituta Fiziki Zemli, No. 1
(163), M., 1958~
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I
sli,7 61/014/002/001/00~
method for approximate D202YD305
Table 1. The average vali)eii of' coeff'iclrnt k(.1 obtaln,)d by in.,3ti-u--
mental measurement.,;
Type of rock k9
Granite 0.35
Tuff 0.50
Massive limestone (compact) 0-55
Conglomerate (cemented) 0.55
Conglomerate 0.60
Compact sandstone 0.65
Fractured basalt 0.70
Marls, Gipsum 0.75
Clay 0.80
Clay (sandy loam) 1100
Loess (Over a thick layer of
conglomerate) 1.10
Sand 1.20
Contemporary praluviL.1 layer 1.40
Embankments 2~50
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A method for approximate ... D202/D305
Choosing the coefficient k,,, one should consider, -if possible, that
its value depends to a large extent on the spectral composition of
ground vibration as well as an the form of building erected on _,t.
Por instance a non-elastic building on rocky soil and ,-,n elastio
building on pliable soil react worse than structures on soils having
average properties. Coefficient kv which takes into account the
presence of the soil water level can be determined by formula ~4N
obtained as a result of analyses of earthquake an:, explos-lon data
observed with multiunit seismometers:
kv = -3
H
for H >16 mg kv 'Z. 1, where H is the depth of the soil water (The
limiting value of H = 16 m below which the presence of the aave has
ro effect). It should be noted that relation (4) was computed for
conglomerates covered with loess, when erecting buildings on it of
Card 6/8
- -- - -------------------- -

S/173/61/014/002/001/002
A method for approximate ... D202/D305
average rigidity. Considerin~l that t!',E, -,ismic effect ir relation
to the ground relief may be doubled, it is recommended calculating
coefficient kr -- which takes into consideration topoCr4pt~ical
relief -- with the following formula:
k 1 + tanm
r
where t is the slope of the ground which may vary from 0 -- 45c,
(When Lx = 45 - 900, kr should be accepted as equal to 2). ',7her, -,he
slopes consist of soft, contemporary sediment8, the erection of
principal buildings should be forbidden. When non-elastic b-.i1dinFs
are erected on isolated rock remnants, on narrow watersheds or )n
edges of cliffs there is always a possibility of an increase in
the seismic effect. It is not recommended building on slopes com-
posed of pliable materials especially when the slope exceeds 300.
There are 1 table and 13 references: 11 Soviet-bloc and 2 non-
Soviet-bloc. The references to the 1~nglish-language publications
reads as follows: B. Gutenberg "Effects of Groundon Shakin(-; in
Card 7/8

S/173/61/014/002/001/001
A method for approximate D202/D305
Earthquakes". Trans. Am. Geophys. Union, 37, 1956; and B. Guten-
berg, "Effects of Ground on Earthquake MotionP Bulletin of the
Siesmological Society of America, Vol. 47, No. 3, 1957. Jbstrac-
tor's note: This is essentially a complete translationT
ASSOCIATION: Armyanskiy institut stroymaterialov i sooruzheniy
(Armenian Institute of Building Materials and Constr_zo-
tions).
Card 8/8

NIZAROV, A,G,t alademik; KARAPETTAH, B.K.; PIRUZTLN, S.A.
Retablishing seismic aterodistricts on the basis of instr=ental
data. Dbkl.AH Am.SSR 32 n0.3:149-154 161. (KIRA 14:5)
1. Tnstitut stroitellnykh materialov i sooruzhaniy Gosstroya
Armyanskoy SSR. 2. Akademlya nauk Armyanskoy SSR (for Mazarov).
(Seiazology)

NAZAROVO A.G.
Mechanical sislIltudes of solid bodies and their use In
studying construction deslgw and the selodc resistivity of
structures. Izv.AN Arm.SSR.Ser,tekh.nauk 15 no.6#3-12 162.
(KERA l6s2)
1. rnstitut geofiziki-i Inthenernoy seysmologil AN Ararmskoy
SSR.
(Rarthquakee and building) (Engineering models)

NAZAROVP A. G.
Some problems of research in engineering s*iswlogy. Biul.
Sov. po gaim. no.14:is-13 163. (MIRA 16:4)
(4wthquakes and building)

NAZAROV, A.G.
1, F
Mechanical similitude of solid bodies and its application tdjthe
investigation of structures and their saimic resistance. Part 7.
Izv. AN Arm. SSR. Ser. tekh. nauk 16 no.10-12 163. (MIRA 16t6)
1. Institut gooflaiki i Inzhenernoy seyowlogii AN Arzyanskoy SM.
(Architectural model@) (Earthquakes and building)

NAZAROV, A.G.
Geochemistr7 of landforms as a theoretical basis for geochemical
prospecting; concerning A.I. PerelInan's book *Geochemistry of
landforms.0 Sov. geol. 6 no.9tl56-161 S 163.
(MIRA 17tIO)
1. TSentralinaya geologos"yemochnaya ekspeditsiya Severo-
Kavkazakogo geologicheakogo upravlaniya.

per. sb. Oeoftz"M, &,Ul.>l
1964, 63-70
~ Mg

be, takM Of
04' -
it

NAZAROV, A.G., akadaimik; KARAPrTYAN, B.K.; SIIAGINYAN, S.G.
Method for studying the seismic stability of striietures on
models subjected to seismic-explosior effects. Dokl. AN Arm.
SSR 39 no. 3:177-180 164. (MIERA 18:1)
1. Institut geofiziki i inzhenernoy seysmologii AN ArmSSR.
2. AN ArmSM (for Nazarov).

ACC N& A1,0020929 1,bno&TqjAi UY
Nazarov, Armen Geamiyevich
I42chanical sirdlaritics of defarrrd h-,i.-d bodies; an the theox-y of rmdcling (0 m,?hnr,-
ichesko,m podobii tvcrdjkh tel; k tcoril modclir(moniya.) YExc-,ran,
!zd-vo JV1 Arnf-M, 1965,, 217 p. il-lu,-., biblio. (At heed of title: Akaderdya nauk
Arr,Dranskay SSR. Institut geofizik-i i In.,licnerncrl pyomologii) Added t. p. in Armenian,
Errata slip inserted. 1,500 copies printed.
TWIC TAGS: nolid mccliw-Lics, rnterlrLl rlefor=-Ltlon., rP-r1iPzdcn1 stress., coil wchani(,.S,,
y, statiatic r-r-chol-dci
similexity theory, model theor
PURPOGE KIND COIERAGE: 'Phis bodlc (lincir,5ess suvernl jvdblew of the theo-ry oil s1raLlari-
ties of deformed bodies. It befino with a purely 1)hysical introduition, t1)(,n (Jven
the poscibilitien of wide forrmilatlon f(x Uic conflition of A-q a remilt,
j
the possibility in established in principle of exparyled slvill,,irlty of iirr.1irinic.~1
state:;, JX~iqturq formtions and even full di,,jintegration under static ardl djnamic
loading.~~Irhe concept of mechanical sirzdDirity in the statistical sewe is in oduc
In this case single sanples of originals and models are not subject to compar,~Gon,
en.seffoles of originals and of models are compared. It is shown that disturbance of
the cond-itiono of machardcal sindlarity in the statistical sense always leads to a
so-called scale effect. SimiUritica of loose bodies and in general bodies %rith gran-1,

ACC NRs
A1,00289,29
ular stxucture nre viewed, I.Che bod,. alzo prenento tlieweticrd preiatnea for =Iel~.
based on approximately maintaining the carditions of similarity. The book is rec
mended for scientists,, aspirants uvl engineers in the field of plWaical modalling of
hard defornrd bodies.
TABLE CV- CUU11,11M (abridged)-.
Preface -- 5
Ch. I. Simple muchan1cal airdlarities of hax"d defonrcd bodies - V
Ch. II. Expanded mechanical Bindlarities of hard defcrmed bodleo - 29
Gh. III. Analytical exarplea of oind3xwity -- 95
Cli, IV. MachwAcal oludlarity in the statistical sense -- 126
Ch, V. SindlwiV in soil rrechaniez -- 150
Ch. VI. MMI-Ing - 175
BibllograplW - 210
SUB CCDEt 20912 SWH DAM 22Ju165 CRIG W: 094 OM REFt 016

NAZARN, A. 1.
QJ&q/Electricity
fower 71ants, tlectric
Dee 1947
ffComments on L.I. DvoskiOs Articlet 'Switching Systems and Construction of Substations of
110-KW Capacity with Bypassing Circuit Breakers', "G.A. Kireyev, M.M. Belousov, A.I. Nazarov,
V.N. Gurevich, Eng1heers, Etc,, 2 pp
"Elektricheskiye Stantsii" No 12
Presents views, comments, and suggestions by several engineers on DV03kin's article that
appeared in "Blektricheckiye Stantaii" No 1
PA 50T12

11AZAM11, A. 1.
1617L4
UM/Mctric:Lty - Gubstatious Feb 50
Insulators
"Prophylactic Testing of Insulators at 35-
Kilovolt SubsUtIons," A. 1. Kazarov, 1w,
9 PP
*Zlek Stants" No 2
Describes various zethode vh1ch can be used to
test Insulators at substations. Their adoption
vould prevent aLny breakdovas by enabling
cracks to be detected In time.
161TIA

rIUMISMU. I.I.; &I&
Icad capacity of the feeding cylinder on a carding machine.
Tskst,pron. 15 no.2:14-17 r 155. (K12A 8:3)
1. Dotsent Ivanovskogo taketillnogo instituta (for Finkelahtsym).
2. Nachallnik ohosallnogo teekha. iment Varentsovor (for Mazarov).
(Carding machines)

14AZAROV, A.I. (Moskva)
fl;.. - -
An oblique shock of a two-dimensioral gas jet onto a flat wall.
Prikl.mat. i mekh. 21 no.3:431-437 14y-Je '57. (MIRA 10:10)
(Shock waves)

32(3)
SOV/112-59-4-7152
Translation from: Referativnyy zhurnal. Elektrotekh-nika, 1959, Nr 4, p 105 (USSR)
AUTHOR: N~z ~roA. I.
TITLE: Modernization of Industrial Electric Locomotives
PERIODICAL: Prom.-ekon. byul. Sov. nar. kh-va Sverdl. ekon. --md. r -na,
1958, Nr 4, pp 25-27
ABSTRACT: Bibliographic entry.
Card I / 1

21(8) 21M so/o-7-2-14/2,
1UTH0RSj Ivanova, V. Y., Nazarov, A. I., Polunskaya, Ye. V., Khabaith-
pashev, A. G. T e-nVe-r,
TITLE: Use of the 018 ((x,n)Ne 21 Reaction to Determine the Concentration
0~_ active Substances in Aqueous Solutions (Ispollzovaniye reaktsli
018 (u,n)Ne 21 dlya opredolonlya kontsentratnii (A-jiktivnykh
veshchestv v vodnykh rautvorakh)
PERIODICAL: Atomnaya energiya, 1959, Vol 7, Nr 2, pp 166 - 168 (USSR)
ABSTRACTs The method mentioned in the title was first proposed by Y~ V.
Polunskiy and A. I. Nazarov. A neutron detector is installed
in a cylindric pipe closed at the bottom and located in a
cylinder-shaped tank of 34 1 contents (height 43 cm, diameter
50 cm). The tank is then filled with a radioactive solution
The pipe can be moved in such a way that the cylindric tank
can be divided in equally sized zones by the different positions
of the neutron detector; each of these zones can be measured.
This possibility is needed for example for testing the sensiti-
vity of the method (the measuring procx?dure is described), The
Card 1/3 method can be applied already with concentrations of 1-2 mch.

Use of the 0 16 (cE,n)Ne 21 Reaction to Determine the SQV/9~-7-2-14/24
Concentration of 0(,-- active Substances 1-n Aqueous Sclutfons
Vihan the detector (SN.%1-9) is used with a lead filter, th(!
conaentration can atill be muaa,irod with aot-background of
f%J 150 gramm equivalenVI. hc cundition tho nolution han
practically no influence on the neutron yield. If thE concen-
tration of nitric acid is changed from a I n aolation to an 9 1
solution, the neutron yield is only 2~," less. The presence of
U235 and Pu 259 In the solution has the following effecti if th~-
uranium concentration is 100 g/1 (natural isotope composition)
the neutron yield increases 2.6% due to the fission neutrons,
but it decreases simultaneously by 3~o due to the moderation-
Therefore the uranium concentration has no influence if the
a-radiation of the uranium has not to be considered. I platon-im
concentration of 1 g/1 increases the neutron yi6ld byv
This fact has to be taken into consideration. The pre3ence of
light elements In the solution to be examined 'can rause Prrors
in the results. The presence of following concentrationg in-
creae-s the neutron yield by only 1~,s Be - 8 ing/l , il 4 g/:
Na - 0.42 g11. Special advantage of the developed method is thLt
Card 2/3 the measurement can be carried out in any desired distance froi

18 21 COY
Use of the 0 ((A, n)11,: React'ion to Dc-terminp the /FJ~ - 7 -2 - 14,121,
Concentration or OC- aotive i5ubstancen in Aqueoun .0olutiors
the measured object and that the airtl6htness in not inj~red-
There are 3 figures and 2 Soviet references.
SUBMITTEDt January 24, 1959
Card 3/3

NAUROVp A.I. (Koakwa)
Survey ~f foreign literature on human engineering In 1961.
Vop.paikhol. no.6sl73-180 R-D 162. (MIRA 16:2)
(Bibliography-Human engineering)

NAZAROV, A.I. (Moskva)
~.,rj,rinizatlon of human enginct~rllng research in tha United Sta~ev,
Vop. psikhol. 9 no.5:176-186 S-0 163. (MIRA 17:2)

NAZ.A.R.Ov., .,A.1. (Moskva)
I
Survey of foreign literature on human engineering publi#ed in
1962. Vop. psikhol. 9 no.6:158-165 R-D 163. URA 17W

LEONTIYEV, A.P., otv. red.; ZINGHEITO, V-F-, --~d.; D.'~'u.,
red.; -1, %'-AZAROV, A.I., red.
(agineoring p-;ycholoijrl lnzhennrnLia prikhologlill.
okva, Izd-vo Mosk. univ., 190~.. 395 p. (vll~k 18:3)
-!"- . . - I I . I . .- .- .1, -- --,

(T It

GUSEV 9 Vladimir Petrovich. Prinimali uchastiye: SAKHA,,,',OV, M.A.; 013ICHKIII,
Yu.G.; F%UN, A.V.; SWIKOV, G.4,; NAWQY,-A~S.; PlIDMEVSKIr,
M.N., retsenzent; KWAVSK37, GiM., retsenzent; BLIZ411KOV, I.V.,
retsenzent; BMEZNITSKIY, V.S., red.; SUKHZOV, Yu.I., red.; SVESH-
NIKOV, A.A., tekhn. red.
(Technology of the manufacture of radio electronic equipment) Tekh-
nologiia proizvodstva radioole'Atronnol apparatury, Moskvap Izd-vo
"Sovetskoe radio," 1961. 3~7 p. (MIRA 14: 9)
(Radio-Equipment and ffupplies)

GUSEV, V.P.; EVNIN, A.V.; KUNYAVSKIY, G.M.; OBIGHKIN, Yu.G.;
MOLOSTOV, Ye.A.; NAZAROV,, A.S.; SAKHAROV, M.A.; GREENEV,
A.K.; VARLAMOV, R.G., retsenzent; D-f24bITSKIY, L.N.,
retsenzent; RAKOV, N.A., retsenzent; LYUBLMOVA, T.M., red.;
BELYAYEVA, V.V., tekhn. red.
[Calculation of electrical tolerances in radio-eloctronic
apparatus] Raschet elektricheskikh dopuskov radioelektron-
noi apparatury. (By) V.P.Gusev i dr. Moskva, "Sovetskee
radio," 1963. 366 P. (HIPA 17:1)

C,U,;FV, 1. 1 11"A; A.3., In ~,i I.; :.'I j,j -% Ti'!7 , 1~i. I.,
f-Aimir I .- I
j,L"
1.auclirl. ; . ; ' Uj,F.1N, , 'i . G . , rrad .
9
I V.ai.ufac tur,,~ of' rrcilr) I i,--
y . 1.',, !: k v ti , V., ~ ~ ~, f! a , i 9 t~,. .3 d. ., p .
paratur- airl zhkul I
( 1.~ I -,,, -,. A : I )

NAZAROV, A.S.; IVOWSKIYg G.F.; !I~ENISHIKOVp M.I.
.-- I ~ l-,-_'-' Getter-ion pump with straight-channol tltwiium and chromium
vaporizare .Prlb.L takh. eksp. 8 no.5:157-161 S-0 163.
(MIRA 16:12)
. i,
4

ZHUKOV, A.T.; NAZAROV, A.S.
Sorption of titanium (IV) on t'ne KlJ-l cation exchanger. Zhur.
neorg. khim. 9 no*6:2-4,65-14T Je 163 (MIR.A 17:8)
1. Urallskiy politekhnlche8kl~r lrintitiit 1-meni Kirova.

NAZAROV, A.S
I rite J,ae~
Je 165.
y I's,
Moqkuv5kiY k0-OAi~n
loyeva, Kaj,"'j-,
...............

NAZAROV, Afanamiy Ivanovich; I-EUVEDEXA, L.V., red.; ANDREYLVA,
red.
[How to organize a daily accounting for socialist compe-
titionj Kak organizovat' ezhednevrwi uchet sotsialistiche-
skogo corevnovanlia. Izd.2., perer. i dop. Moskva# Frof-
izdat, 1963. 101 P. (14IRA 17:1)

ACC N3, A4,6029YO6 "U Gu;)Z: Lii/014-3/66/000/015/C)0'1,)/0071
Nazaro A. 5.; Xak)ij e.. A.; lvanovukiy, G,, I,%; iuznot-t;ov, M. V. C
0:,6. nonu
ULUr-ioii putry. Glao3 2'1, No. 164369
SGUiLE: Izobru~ prom obraz tov znj tic. 15, 1966, 70-71
Toi)!C TAGS: ionization, maanotic field, oloctric fiold, anorlo, cathodo
1 ABSWULT: This Author Cortificate prosents a gottor-ior, pump with ionizaLion in tho
olcc-.ric and the magnatic fioldG. The pump contains an anode and an evaporator of
t~.o g~ttt6r aub3tanco, sorving sir.,ultannously as the cathode (sea Fig. 1). To increase'
ti-ia offoctivonoss of ionization of the rosidual gases, the anodo is made in a spiral
shape, wailo the cat-hodo-avaporator is jr-uhaped in ro:7m and is located on tho out-
Card
-Z

L
ACC NRt A?6029906
0
~~Awato
ut 0~
2 cathode evaporator
'Wator
qutlot,
side of tae anode in tho plane of its axial section. Orig. art. has; I figure.
SUB CODTZ: 2,3, 2010ql SUM D,,t&T:L: lldpr65

ACC NR. AP6035873 SOURCE CODE: uR/o4l3/66/000/020/00914/0094'
INVENTOR: Ivanovakiy, G. F.; flazurov, A. 3.; Mednikov, M. I.; Makh, E. A.; Baraban-
shchikov, S. K.
ORG: None
TITIZ: A sorption vacuum pump. Class 27, No. 187205
SOURCE: Izobreteniya, promyshlennyye obraztsy, tovarnyye znaki, no. 20, 1966, 94
TOPIC TAGS: vacuum pump, sorption
ABSTRACT: This Author's Certificate introduces: l.-A sorption vacuum pump contain-
ing a getter substance evaporator located within the sorption surface which is cooled
by a low temperature revrigerant. The pumping range ir. expanded by making the sorp-
tion surface in the form of a hollow coiled tube with gaps between the turns. This
coil is located within the water-cooled jacket of the pump. 2. A modification of
this pump wiIi. a beater inside the coil cavity to increase beating efficiency in out-
gassing the pump.
'Card

ACC NR, AP6035873
L
em
nitrogen
inta.ke
1 and 2-evaporators; 3-
coiled tubing; 4-pump
housing; 5-heater
SUB CODE: 13/ SUBM DATE: 15May~5
Card 2/2

I ACC NR: AM13509
UR/012 OA 6/(),,: ,1,V0102/0108
AbTHOR. Nlazarov, A.S.; Ivanovskiy, G.F.;
OTIG: None
TITLE: Getter-ionic pwraps with directly licated titaniuri evaporatorL
SOURCE: P~:ibory i teklinika eksperimenLa, nu.2, 19oo, 10--103
TOPIC TAGS: vacu_,~,. j;Ctter ionic VaCUU;.'
titanium/G 1,4-C \~0-cuoy\.
ABSTi"CT: T~iis paper describes a series of three getter-ionic vacu~.-- ",='ps with di-
rectly heated titaniun evaDorators. TyDe GIN-5 has a 5000 liter/sec, t7pe GIN-2 - a
2000 1/sec, and type GIN-05.1-11 - a 500 1/sec pumping speed. Enwmerati',-'), discussion and
presentation of pump parameters, and a design drawing and photograplh given. The
getter ionic punp are attractive by their simplicity, reliability, c-(,;- 'vonience of ope-
ration and a much smaller weight than electric discharge pumps; howev-r, they are cri-
tically -vulnerable to air breakthrough. Tile limit of the getter-lon ;,u-,p vacuun level
is 3.10-9torr. with the heater on. The pumping speed can be regulatecl uy the rate of
titanitLi evaDoration, which is related in a definite way to the evaporator temperatu-,
re and its power. The evanorator -heat e r is a 3 mm dia. U-shaped titanium-molybdenum
wire with a titanium reserve of 24 grams. The pump schematic is shown in Fig. 1. Here,-
1 - is the central anode; 2 - the heateable anode, 3 - the cathodes; 4 - the directlyi
Card 1/2 UDC:-621.528

ACC NR-. A?6013509
heated titanium evaporator, 5 - forcpLcip outlet manifold. Ite residu;ll gases cc;-,pr--
sed ii,, H20t C114t CO and Ar. The foreline vacuum, preliminary to starting the gett4!r
ion punp; should not be worse than 10-3 to 10-4 torr. It is supplied Iq a foreline
pump oi another, suitable*type. Orig. art. has 12 figures and 1 table.
Fig. 1. Schematic of getter-ionic
vacuum pump GIN-S.
SUB CODE: 13 SUBM DATE; 28jun65 ORIG REF: 006 07-H REP: 007

SHRIUMINA, Nina Arkadiy Stepanovich;
LRTSTOV, D.V,, retsen-ze-Ai, GULIP, V.ye .':- Ir;~ sarizert;
DIYAKGIIOVA,-'.P.,, ap-rs. red.i NOMRMA, V.A., red.
[Use of polymeric films for the packaging of meat prod-
ucts] PrJmenenie pohmernykh plenok d1la upakovki miaso-
prn,diiktov, ',,oskva, iIsb~!hevala proxysli-lennost', 1965.
131 p. (141PA 18-7)

SHUCAYEVP vov., kmnd,tokhn.nauk; NAZ4,LV, A.1.9 inah6
Mmnufsaturs of thin-wgllpd reinforced concrete me=bprs by the
v1brAtory b6nding mothodo Gidr, I moil, 17 no,4:1-12 Ap 165.
OGRA is.
le Nauchno-iasledovatellskiy institut batonn i zhplezobotons
rbastroya SSSR.

BARTMIXOT, X.I.; DRISKIN. A.I.; VOROTYNTSri, A.P.; GONCHAROV. P.I.;
DEUGOV, Tu.V.; LIPSHITS, L.A.-. KC91W , N.I.; NAZAROT. A.T.;
PZTROT, L.P.; S=W. D.5.; SWAZIN, X.P.; CHIMATSKIT. A.A.;
ARTEMI W. 5.G.. red.; ZAKHAROVA, A.I., tekhn.red.
(Sanitary sad chemical protection; pathology, clinical asyeets,
and treatment of poisoning. Kanual for students and physicians)
Sanitarno-khimichaskaia tashchita; patologiia, klinika I terapila
porathenii otravlisiushchimi vashchostvami. Rakovodetvo dlia stu-
dentov i vrachei. Moskva, Gos.lzd-vo med.lit-ry, 1959. 434 p.
(KIRA 13:6)
(CHEMICAL WARFARE-SAFEVT MEASMS)
NAZARCV, A. V., A5pirant
"All Invo3tlaation of Plaster Used in the FaCinC3 Of 13uildirics in '.:inter
-,iith Terazzo Solutions." Cand Tech Sci, "105cow Order of the La,or iied Ban-nor
Construction 13,11gineoring Inst imoni V. 'I- KuArls4ov, 23 "0v 54- (V!,, 1z 11ov 50
SlxrvOY of Scientific and Toellnicil Dissortations DefendW at USSit Iligher
ZducatiOnal Institutions (11j
SC): 51M. 1110. 521v 2 Jun 55

VASILIEVA , V.I.
Some properties of "winter" coment. Izvov7vouchozave; stroi,
i arkhit, 5 no,4:105-108 W. (MIRA 15:9)
1. Voronezhakiy inzhenerno-stroitellnyy inatitut.
(cement)

LYUTIN, M.F., inzh.; NAZA-R,W, A.V., ln,~h.
SKS-1 ijljqnter for large TrA?t. 1 3 , "' , -, . -5 f
3 5 1"q 163. (MIRA 16:10)

MOMAY. Aleksandr Georgiyevioh-. KNLIKAM, Kik~iall Tovdoklmovich;
NAZAROV, Boris Alsksandrovich; HAKSIKOVICH, A.G., red.;
MAX. D.K., takhn.red.
(Vegetables, fruits, and wine.- a commercial gulft] Tovaro-
vedeale ovoshchel, plodov i vine. Koekva. Goe.led-va tar&
lit-ry, 1959. 292 p. (KMA MQ
(Vegetables) (Fruit) (Wine and wInex#Un4

IIAZAROV, Boris AleksaMrovich MAKS114OVICH, A.G. red.; KLIKINA, E.H.,
~j P
- CIM . rlc;~F ---
[Dairy products and fats] Tovarovedenis r-olochrqkh tovarov i
zhirov. Moskva, Go7torfizdat, 1962. 135 p. (KIRA 15:6)
(Dairy products oils wo fatsj, Edible)

VYSHCIEPAN, Aleksandr Georgiyevich; IELIHAN, H41-hail Yevdokimovich;
Ag!L?I~~Bo ~A-leksandrovich; AYRMVA, H.S., red.;
TERYUSHIN, H.I., tekhn. red.
[Commercial study of vegetables, fruit and vine]Tovarove-
denie ovoshchei,plodov i vina. Izd.2., perer. Moskva,
Gostor zdat, 1963. 303 P. (MIRA 1-6:4)
rmegetables) (Fruit) (Wine and wine making)

NAZAROV, Loris Aleksnndrovich (decens-ed];
red. - - - I I ~ I- -
(Commercial study of milk products Unli fats] Twarovede-
nie rolochnykh tovarov i zhIrov. Moskvn, Ekoromika,
1965. 15-1 P. (MI IiA 18: 5)

W.ZhfZN, S.F.
Ik-i Er
.1m, jT
Ell' hrld rf r

s/o65/62/000/004/003/004
E194/E181i
AUTHORS Ke I I tsev, IN. V. , 40garny. 13, G~ , and Torocheshnikov,
TITLE. Thorough drying of transformer oil by adsorption
PER10DICAL: Khimiya i teklinologiya topliv i masel,
no.4, 1962, 21-211
TEXT; Transformer oil requires drying to obtain high
electric strength, but existing methods of drying have various
disadvantages. Accordingly, laboratory bench tests were made in
which transformer oil was dried by passing over a column 200 mm
long and 10 mia in diameter of NaA type artificial zcolitcs at
rates of 0.002 and 0.005 m1sec which reduced the water conterit
(m.easured by the Karl Fischer method) from about 600 to
24 - 30 parts per thousand ~Abstractorls note: parts per
million is surely intended] and raised the electric strongt.'i
from 22 to 70 - 100 kV/cm. On the basis of these data the rzethod
is recommended for general use.
There are 5 figures a.-~d 2 tables.
ASSOCIATION: I-ahTI imeni D.I. Mendeleyeva
Card 1/1 (DahTl imeni D.I. Mendeleyev)

'ACCESSION NR: AP4043461 3/0075/64/019/008/0959/096)
tAUTHORS: Mesyats, N.A.; Nazarov, B.F.; Zakharov, M.S.; Stromberg, A.G.
JITLE: Determination of microamounts of thallium in high purity
,indium by means of preconcentration amalgam polarography
150URCE: Zhurnal analiticheakoy khimii, v. 19, no. 8, 1964, 959-963
!TOPIC TAGS: thallium polarography, thallium analysis, indium analysis,
amalgam polarography, stripping analysis, extraction, preconcentration
ABSTRACT: Because high purity metallic Indium and indium alloys
find various applications in electronic engineering, semiconductor
:technology and since thallium is the usual impurity, it was the pur-
pose of this work to develop a method for the determination of
thallium. The method was amalgam polarographic. The effect of the
electrolysis potential on the height of the anodic peak of thallium
'is shown in Figure 1, and the maximum height of the thallium peak 13
achieved from -0.9 to -1.0 volt vs S.C.E. Thaliium was extracted
with diethyl ether. Since thallium and indium, peak potertials coin-
cide in a majority of supporting electrolytes, the indium peak was
Cord
r 113

ACCESSION NR: AP4043461
.suppressed by complexan III. Since simple extraction is not suffi-
!cient to remove interfering amounts of indium, extraction was carried
:.out twice. Recovery of thallium by extraction and the determination
accuracy comprises 85-100%, as found on synthetic solutions. The
method is very precise. Orig. art. has: 4 tables and 2 figures.
ASSOCIATION: Tomskiy politekhnicheskiy institut im. S. M. Kirova
(Tomsk Polytechnic Institute)
SUBMITTED: 29Jul63
ENCL: 01
SUB CODE: IC , Crt. NR REF SOV: 001 OTHER: 002
2/3

ACCESSION Hit$ AP4043461 ENCLOSURE 01
h.mm
Figure 1
The anodic peak height of thalliwn as a function of electrolysis
potential
G-3rd -313

.1 RG r~ . F C, A . G
""YAT' IN.A. ; TIA7ARU: , D.F. ; 7AK IA"OV , :i.S. i
botorminat; on of micro I mpuritj eic rf t,.n ~ 'Lw: in I-y
indium by the method of ainalgam polarograpny with storag,~.
7hur. anal. khim. 19 no-6:950-963 16,
(f~-jFj, 17
1, Tomskly Institut in~-n4 ~irova.

I
Ili I isHil" L.V.; NAZA:a-*~', A-6. ; t -I IlYS ".:1 ".7. ; j.A. ; 11.1".
CIA I )
D~. ter.-Ar in. t!',J 6il c(;i,*,.j.-,r, i.,; r. I.:, ~ .. ; ~". ~ . ':
49-50 164. 17-10)

mmov, B. I. (Candidate of Technical Sciences)
"On Errors of a Two-Degree Integrating Gyroscore D"nding an the Oscillations
of tha Base"
paper presented at the Second Scientific and Technical Intervuz Conference an
Problems of Contemporary Oyroscopyq Te. F. Otvaginq Secretary of the Organizatian
Ccamitteej lAningradq Izvestlya UchabrWkh Zavedenityp Priborostroyeniye, No. 5,
Sep/Oct 1958, pp 161-163
The Second Intervuz Conference an Problems of Contemporary Gyroscopy Techni(Ne.
convoked by decision of the Ministry of Education USSR, took place in the
laningrad Institute of Precision Mechanica and Optics from 2h to 27 November 1958.

87M7
/3,2152 3
S/14 60/003/006/003/015
BOI, 2YBo6o
AUTHOR: Nazarov, B. I.
TITLE-. Errors of an Integrating Gyroscope With Too Dpgrpea )f
Freedom, Caused by Oscillations of the Base
PERIODICAL: Izvestiya vysshikh uchebnykh zavedeniy. Priboro8troyeniyt,
1960, Vol. 3, No. 6, pp. 24 33
TEXT: This is the reproduction of a lecture delivered at the 2 mezh-
vuzovskaya konferentalya po problemam giroskopil (2nd Conferenre of
Schools of Higher Education on Problems of Gyrosco'py) in Rovember, 1958A'
Objects such as ships and aircrafts oscillate, when in motion, arcund
the ognter of mass, which, under certain circumstances, may lead to er.
rore of the integrating gyroscope with two degrees of freedom and thus
also to errors in the stabilization of the object itself. Such a gyro-
scope is schematically shown in Fig.l. Its mode of operation has begn
described in Refs. 1,2,3. Such errors of this gyroscope are examined
here as depend upon the oscillations of the base with respect to th-3
axes in perpendicular to the axis of sensitivity. The gyroacopfi
Card 1/~

87 WT
Errors of an Integrating Gyroscope With 3/146/60/003/006/003/0i3
Two Degrees of Freedom, Caused by B012/Bo6o
Oscillations of the Base
construction is assumed to be rigid. The object is assigned the ~o-
ordinate system , and the gyromotor the coordinate system xyz. The
position of the tWd'systems with respect to eac.1i other io determired
by the angle P. This angle is measured by the pickup. The componerts
of the instantaneous angular velocity of the object on the r--, --, and
c-axis are r) , r4r,, and ~jr - The gyroscope integrates the ~~ompon-rjt
which Is dea~gnated as th"e input angular velocity. The other two oir,
ponents are the "secondary" angular velocities, to which the gyroticop-
is not supposed to react. The following equation (3) is der4.ved.
1 0 + h si, 0 + IX
The effect of the oscillations with respect to th-~ T axis le examined
and it is shown that they are negligible. The effqA Of th~- 03Till%-
tions with respect to the r--axis is then examined.,~-)r - 0 is assuied in
equation (3). To clarify the character of the effect 'of a)- only tne one
case is examined, where the base performs purely periodic'oscillations
about the 7- and S- axis: Equation (9)
Card 2/6

87867
Errors of an Integrating Gyroscope With S/14 60/003/006/003/C'3
Two Degrees of Freedom, Caused by B012YBo6o
Oscillations of the Base
I
00 sin 1t
J 0'-'j 2sin (6)2t + (9).
H is the kinetic moment. I x and Iy are the moments of inertia of gyro-
scope and attachments with respect to the x- and y-axis, 0 0 and P 0 are
the amplitudes of the base oscillations with respect to the and
~_axis, respectively. 1,)1and ~~2are the angular velocities c~f oscilla
tions. ? is the phase shift of oscillations. It was not possible to find
a general solution of equation (9) at arbitrary Ij 1 and t.) 2' One therefore
restricted oneself to the case with very small time constants T. The
frequency of base oscillations was assumed to amount to a few cycles at
most, and equation (12) + (m1 sin ~.)1t)P m2 sin(,-;It + i) (12)
where m . 0 0 K (11a), .2- . ') '.'
K, (11b), was
1 0 1 h 0 1 0 m2 ~o")2 h 0 2
Card 3/6

87&A7
Errors of an Integrating Gyroscope With S/14 60/003/006/005/0.5
Two Degrees of Freedom, Caused by B012YB060
Oscillations of the Base
obtained. On the basis of the solution of the complete equation (14) upon
an electronic simulator and the comparison of this solution with the
approximate solution obtained here, the suitability of the simplified
equation for solving the task was proved. Even in the case of relatively
large T - IX/h - 0.1, the results when using (12) differ at mcat. by 10%
as compared with those when using (9). It is shown here that the risigni-
tude and the character of the gyroscope error modification depend upon
the numerical values and the error of frequencies .-)1 and ,2 among one
I lla--
another, on the phase shift tp between the "useful" and "aide" os~'.
tions, on the amplitudes 0 and ill0 of these oscillations and or, thi
static instrument amplification factor. The publication of this article
was recommended by the Orgkomitet mezhruzovskiry konferAntsii pn
problemam sovremennoy giroGkopicheakoy tekliniki (Origanlzat.i,~-nal Com-
mi*tPe of the Conference of Schools of Himhor Fducntir~n Cn Problens
of Modern Gyroscopic Enirineering). There are 5 fiCure., and 3 Soviet
references,
Card 4/4

87867
Errors of an Integrating Gyro3cope With S1146
,160100310C>61003101 3
Two Degrees of Freedom, Caused by B012/BO60
Oscillations of the Base
ASSOCIATION: Voyennaya artilleriyskaya inzhenernaya akademiya
im. F. E. Dzerzhinskogo (Milit4ry Academy for Artillery
Engineers imeni F. E. DzerzhinsLy)
SUBMITTED: February 25, 1960
Card 5/6
(_1

ArD Nr. 990-6 14 'June
SC~ENTIFIC-TECHNICAL CONFERENCE ON MODERN GYROSCOPE TECH-
NO)LOGY (USSR)
Izvestiya vysshikh uchebnykh zavedeniy. Priborostroyeniye, v. 6. no. 2, 1963.
156-158. S1146 /63/00G/002/010/010
7"he Fourth Conference on Gyroscope Techrology, sponsored by the Ministry
of Hi~hcr and Secondary Special Education RSFSR. was held at the Leningrad
Instii*ute of Frecision Mechanics and Optics from 20 to 24 November 1962.
The conference was attended by representatives from 93 organizations in
30 5' .. cities, including educational establishments, scientific research In-
stitu--a, ~~esign bureaus, and industrial concerns. The following are some
of the topics covered in the 92 papers presented and discussed at the conference.
Vibrations of a gyroscope penc;ulum with a movable suspension in a nonuniform
gravitational field: M. Z, Litvin-Sedoy, Senior Scientific Worker; improving
dynamic characteristics of some gyro Instruments and devices: A. V, Reprikov,
Docent. Candidate of Technical Sciences. come problems of the dynamics of a
gyroscope with an electric drive installed in a gymbal suspension: S. A.
Car4 1/3

An Sr. 990-6 14 o=4 Ili
8C=Z.T1nC-=C=rAL CaMM= (Coatldl 812"16310061=1010102D
Rharlamov, Engineer; problems of the theory of the Inertial method for measur-
ing aircraft acceleration: 1. 1. Pomykayev, Docent, Candidate of Tech-dcal Sci-
ences; determining the drift of a noated-type integrating gyroscope without the -
use of a dynamic stand: 0. A. Slomyanskty. Docent, Candidate of Technical
Sciences, natural damping of nutational vibrations of a gyroscope: bL__Y__Qu&o_v_
Engineer, motion of a not quite symmetrical gyroscope pendulum with vertically
movable support: A. N. Horlsova. Aspirant. gyroscope-type inclinometer for
surveying vertical freezing wells: V. A. Sinitsyn, Candidate of Technical Sciences;
effect of joints between channels in triaxial gyro-stabilized platform: L. N.
Slezkin. Engineer, theoretical proposal for the possible design of a generalized
gyro instrument: M. M. Bogdanovich, Docent. Candidate of Technical Sciences;
problem of drift in a power-type triaxial gyro stabLILzer: V. N. Karpov. Engineer;
methods of modeling random disturbances in Mo systems: S. S. Shiahman. Senior
,Pngineer; method of noise functions for investigating a system subjected to random
UM 2/3

V
AID Ur. 990-6 14 J=,
SCM;TXYW-T=MrWAL COMM= [C=tld) 811"163IM61M21010101D
sigf als: G. P. Molotk*ov, Docent. Candidate of Technical Sciences; drifts in a mo-
stapilized platform as a result of the effect of cross joints under determined and ran-
dom disturbances: B__I~ NazarQv Docent, Candidate of Technical Sciences; stability,
anq natural oscillations In inhomogeneously rigid gyro systems with back2 ish under
cxt,ernal influences: S. A. Chernikov; methods of designing a gyro vertical with
aut6matic latitude and course corractions: A. V. Til'. Candidate of Technical Scien-
ces; use o.-* asymptotic methods in solving problems of the motion of an astatic
gyroscope in gymbol. suspension: D. M. Klimov. Candidate of Physical and Mathe-
ma~ical Sciences, and L. N. Slezk1n: theory of &periodic gyro pendula: V. S.
Mochalin, Docent, Candidate of Technical Sciences; and selecting basic parameters
of course gyros by uking rwracgrams: V. P. Demidenko. Engineer. (AS I
Card 3/3

NAZAROV, B. I. (Docent,, Candidate of Technical Sciences)
--------
"Drifts in a Gyro-stabilized Platform as a Result of the Effect of Cross
Joints Under Determined and Random Disturbances"
report presented at the Scientific-technical Conference on Modern Gyroscope
Technology Ministry of Higher ad Secondary Special Education RSFSR,, hold
at the lAningrad Iwtitute of Precision Mechanics and Optics, 20-24 November 1962
(Izv. vpshikh uchabaykh zavedenty. Priborostroyaniye,, v. 6, no. 2, 1963)

, b I . ; TFI:Y 'ITNIKOV, jj.N. , rod .
I(jrorcopc in a rocket! Glro:ixop nn rnkete. Vorkvi,, Voen-
I zdat, 11Pj/.. I Cl p. (1-:!RA 17:7)

BYSTROV, D.S.1 NAZAROV, B.K.
Eleatron acceptor linkage of metal halides aM carboni= ions.
Dokl. AN SSSR 148 no.6:1335-1338 F '63. (IGRA 160)
1. Nauchno-issladovateltakiy fizichaskiy institut Leningradskogo
gosudarstvennogo universiteta im. A.A~. Zhdanova. Predstavlano
akademikom A.M.Tereninym.
(Halides) (Carbonium compounds) (Valence (Theoretical chemistry))

2226-2223
1. Kaznikhskil r~3 LM

MAZAROV, B.N. (Samarkand)
Obturating Intestinal obstruction caused by fecalith. Ilhirurglia
noo9:706-71 5 154. (KLRA 7:12)
(IMSTINAL OBGMUCTION. ettology and pathogenesis,
fecalith)
(nols,
fecallth causing InteltInAl obetmot,)
(CALCULI,
fecalith causing intestinal obstruct.)

MAUROT, B. V.
Acute appendicitis In InGuinal hernia. rLhirurgit& no-2:70 F '55-
NUU 8:5)
1. Mn,4,ka gospitallney khtrurgit Sam&rkandskoga zeditsinskogo
Instituta.
(HMNIAl INGUINAL,, complications,
appendicitis)
(APPMIGITIS. complications.
hernia. tWiin&l)

--la=y, ~ Aly~v--
Tenons pressure In acute cholecystltlo. Kled.zhurXib. no.10z
28-29 0 158. (KIRA l3t6)
1. In SamrbLudakay gorodskoy klinichealcoy bollultsy 116.1
(ClavW wrach - A.G. Orleorlyan. VauchVy rukovoditall -
av, klimikoy propedeTtiki vuutrennikh bolezuey Sawarland-
:
kogo gasudaretyannogo me4ltstuskogo instituta prof. M.K.
D1114%tov).
(GALL RM12-DISRASMS) (DWOD PRISSM)

Nkmovt B.N. - .
- -'~ ~ - I ...
Conneotion of the cardimacular system with the bile ducts. Med.
at=, Uzb. no.10t,52-36 0 -160, (MMA 13:12)
1. Is Saniarkand koy gorodskoy lelinichaskoy bolinitay 96.1 (glavnyy
Ymch - A.G. Grigor~yan, nauchnyy rukovo~ltell - doteent A.M.
Kha,ydarov). ,
(PRDI07A$CUIAR SYSTEM) (BILE DUCTS)