SCIENTIFIC ABSTRACT MURAVYEV, M.S. - MURAVYEV, P.F.
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CIA-RDP86-00513R001135620008-5
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S
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100
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Publication Date:
December 31, 1967
Content Type:
SCIENTIFIC ABSTRACT
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AUT ~OR: Murav'yev, .1. S., Docent SOV/1
TITLE: Rational Methods of Establishing Elevation Datum Le~iels
and Location Starting Points for Larile Water Power
Development Surveys (Ratsionallnyye metody sozd.-,,niya
vysotnogo i planovogo obosnovaniya geodezi-heskikh
nablyudeniy na krupnykh gidrouzl.-kh)
PERIODICAL: Izvestiya vysshikh uchebnykh zavedeniy. Geodeziya i :iero-
fotos"yemkav 1958, Nr 4, pp 115 - 12o (USSR)
ABSTRACT: Ground bench marks are at present most commonly
used as a datum level of elevation measure7iet,ts in
water power developments and in the subsequent recor_i!~,__
of structure deformation. Apart of these bench
others are also used which are driven to a certf,in
depth. They are term~-d mud -obl i t:-. r~~.tion-pro:lf berc'.-
marks. InvestiC;;.tions carried out recently b. t-e
TsNIIGAiK of such ground bench marks showed t*-~it
ordinary surveying bench mark:~ are subject to fro~:t
swelling influences and hence t1--it they do not give
constant elevation. As in recent times casing-pipe
Card 1/4 bench marks are widely used as elevation datum le-els
Rational Methods of Eatahlishing Elevation Da-tum scv,', 1',--~1,,,-_,- '21-~
Levels and Lication St.-rting Points for L.-r,-e W.-iter :,riwer 7.ef,t
Surveys
and as location 8tations. Special investi rlti,,)nS were
carried out by the Chair of Applied Geodesy at the-
MIIGAiK concerning the behaviour of nuch a her,ch
mark under the influence of the annual TarDiti)n of
temperature. For this purpose such a be_r~ mark -Nts b!~ri~-j
in the courtyard of the MIIGAiK. Into the casing
pipe a second pipe with a 9maller di,-Uneter is intro-
duced to the bottom of which an invar wire is ~er-
manently fixed. The other end of the wire is conne.,t~~
to a string slun~,~ around the block of the lr.,e-~: -.- -iark.
The wire carries a scale. The elevation of tne L,,,!.ch
mark pipe is determined by a precision levelir,-. Ob-
servations are still ui:.-"er vialy. The preli-iinary resultZ
can be summarized as follows: 1) In W"pthe geo-Ls--,tqerm
is located at a depth of 19 - 20 m. 2) The caolng-pipe
lenCth varies through 1,5 - 2 mm. 3) Length variations
and hence the modifications of elevation are due to
atmospheric temperature fluctuations. 4) Temper~-ure
Card 2/4 waves penf.trate very slowly to Oreater depths. In
Rational Methods of Establishing Elevation D~atum SCOV / 1 ':4 - 12/19
Levels and Location Starting Points for Lart,,e Water Power Deve'i~,pment
Surg-eys
this connection a new design of ground bench markF is
suggested: A gallery is excavated into the slope to a
sufficient depth, into the face of which a 3--' inch
pipe is driven to a depth of I m. The pipe pro '-ects
6o - 70 cm into the gallery. It is fitted with a
spherical plate carrying the mark. The part of the
pipe driven into the ground is Der-forated, and concrete
is injected through the tubev thus the i)ipe beine
solidly fixed in the Eround. The second section of
the paper deals with problems encountered in the
establishment of a location starting point for the
observation of shifts and deformations in water Dower
structures. Experience collected in the Ts:tmlyanskiy
water Dower development showed that the triangulation
net which is used as a base for such obse.-vations
exhibits several deficiencies, which are pointed out
in this paper. This experience miade the aiitl,or
Card 3/4 another scheme of the ori-anization of ~-.-.ift rec-ord
Rational Methods of Establishing Elevation Datum SuPA-'18-4-12/1.
Levels and Location Starting Points for Large Water Power Dellllop-e.'~t
Surveys
observations for the KakhovkA water power developmert,
which is described. Three met-ods are presented which
are to be applied jointly in controlling the location
of the stations in each base range line. Triangulation
is to all intents and purpo:ies not rejected for water
power developments. The use of a triangulation net for
recording slipping and settling as proposed by Professor
A.I.Durnev is, however, considered erroneous according
to the experience collected in the Kuybyshev water power
development. The triang-ulation net must be established
with the maximum attainable accuracy as from this net
the main axis of the power house must be staked, this
being the principal purpose of the tri-angula~ion net.
There are 2 figures and 1 table.
ASSOCIATION: Moskovskiy in~-titut inzhenerov Geodezii, aerofotosllye,,nk-i
4 kartogr%fii (Moscow Institute of Surveying-, Aerial
car(-! ':/ Surveying-, and Cartography Engineers)
30)
AUTHOR: n t SOV/154-58-5-6/18
TITLE: Surveying Methods of Observing Potindation Displacements of
Hydrotechnical Striictures (N.%blyii--jniya geodeziclieskimi
metodami za sdvigami gidrotekhnicheskikh sooruzheriy po ikh
osnovaniyu)
PERIODICAL: Izvestiya vysshikh uchebnykh zavedeniy. Ge-)deziya i aero-
fotos"yeTn.ka, 19'3, Nr 5, PP 53 - 65 (USSR)
ABSTRACT; From 1955 to 1956 s-jecia-lized surveyinE research was
carried out by the Moskovskiy institut inzhenerov geodezii,
aerofotos"yeraki i kartoi7rafii (Chair of Applied Geodesy
at the Moscow Institute of Geodesy, Aerial Surveying, and
Cartography Engineers) concerning the horizontal slipping
of concrete Gtructures in the water power devrlopment of
Tdimlyansk. For thef7e purposes a method of specialized
o~-servations of measuring stations was developed and de-
signs of corresponding apparatus were rorked out, which
fully stood their test in practical work. These methods
are based upon the utilization of movable bench marks
Card 1/4 and aere developed by the author. Results of the measurements
Surveying Methods of Observing Fourdation Di.-_,lace-,ents SUPA-58-5-6/16
11
of Hydrotechnical Str-uctures
and the nature of this -iethod have been described in
detail in another paper (Ref 1). These observations were
intended to provide information on the horizontal
slipping of concrete structures during the filling period
of the reservoir and during the first stage of operation.
They led to the followint, conclusions: 1) It was con-
firimed that --traialit gravity-type strtictures show seasonal
variations. The -iain cauce for this phenomenon is the
tenperature influence of the surroundings. 2) Records
compiled of elevation measurements at the crest and in
the dam conduit showed that the data collected in crest
observations indicate a normal settling, whereas data
originating from dam conduit observations even reveal
"positive" settling. 3) Observations of measuring stations
require 2 - 3 days, whereas determinations with a tri-
angulation net take one month. 4) The records compiled
at the Kakhovak rater power development fully substantiate
the results cbtqined at Tsimlyansk. This paper describes
the most expedient ouccession of steps in the orL.-inization
Card 2/4 and the compilLtion of records of harizont,%l slipping
Surveying Methods of Observing Foundation Di;.."I'd,-c-~ents SUPA-50-5-6/18
of Hydrotechnical Structures
and of settling of the foundations of concrete hydrotech-
nical structures with the help of surveying methods. This
includes a separate consideration of the total deformation of
that part of the structures being located entirely above
the foundation. The essential feature of this method is
the circumstance that observations are directed immediately
toward the foundations, neglecting the superstructure.
The observations must be carried out according to such
a method as to ~~ermit simultaneous and indep-ndent measure-
ments of the foundations of the structure and the de-
formation of that part being located above the foundation.
The author saggesto the application of a system of dry
deep-set bench marks combined with measurement station
observLtions. Proceeding from the lay-out of the structure
in question the system of deep-set bench marks can be
arranged according to a single-stage or to a double-stage
scheme. In this paper the aingle-sta,,1-e scheme is described.
Card 3,'4 The 'case pointn, their erection and the performance of
periodic observations are described. There are 8 figures
Surveying Methods of Observing Foundation DiqpL:.ce!:ients SOV11 511-58-!~1-6/1 a
of Hydrotechnical Str,-ictures
and 1 Soviet reference.
ASSOCIATION: Monkovskiy institut inzhencrov goodezii, aerofotos"yemki i
karto,7rafii (MoFcovi Institute of Geodesy, Aerial Surveying,
and Carto,,-'~raphy Engineers)
SUB111ITTED: July 15, 1956
Card 4/4
3(4) SOV/154-58-6-6/22
AUTHOR: Murav'yev, M. S., Docent
TITLE: Geodetical Work of Especially High Accuracy for Assembling
Complicated Machines of Big Dimensions (Geodezicheskiye raboty
osobo vysokoy tochnosti pri montazhe slozhnykh krupno-abarit-
nykh mashin)
PERIODICAL: Izvestiya vysshikh uchebnykh zavedeniy. Geodeziya i aero-
fotos"yemka, 1958, Nr 6, pp 39 - 66 (USSR)
ABSTRACT: Very large and complicated machines with several blocks
weighing dozens of tons are used at present for the sur-
veying work. These apparatus often extend over hundreds of
meters or even kilometers. They must be adjusted with tolerances
of tenth and hundredth parts of millimeters concerning the
position of individual blocks between each other and a
certain initial point. The total error in surveying work
is not to exceed 0.1 mm. From this point of view, a possible
example is given lieret and the methods to solve the set prob-
lems are investigated for this task. It is supposed that the
blocks of a machine are required to be placed on a ring-shaped
Card 1/5 foundation, and that each of these blocks has two fixed
Geodetical Work of Especially High Accuracy for Assembling SOV/1~4-55-6-6/22
Complicated Machines of Big Dimensions
coordinate pointst the position of which is exactly deter-
mined with reference to the technological axes of the block
All blocks are to be placed on the foundation in such manner
that all coordinate points take a certain position in height
with reference to the center of the machine. A scheme is
given to solve the set problem. The most important and
difficult part of the work is solved by creating a sysiem
of supporting lines (chords) behind the obstacle (wall).
Then, the following problems are treated; 1) Position and
height supporting frame for the assembly of the machine.
N. N. Lebedev, Docent of the MIIGAiK, carried on special
investigations. He showed that, under consideration of
the radial dimensions, the shape of construction, etc./the
most convenient triangulation scheme is a central system of
n triangles that are identical with each other. 2) Prelimi-
nary calculation of the accuracy of the device to determine
the position. It is shown that 10 p should not be exceeded
in any surveying operation for the mean deviation square.
Card 2/5 3) Possibility of determining the block position by the
Geodetical Work of Especially High Accuracy for AsseTbling SOV11-4-58-6-6/22
Complicated Machines of Big Dimensions
height from the central bench mark by means of a leveling
instrument. It is shown that the height adjustment of the
machine blocks is less complicated, and can be executed with
the known means of surveying practice. Much more difficult
is the adjustment of machine elements to the rigi.t Dosition
for surveying based on the points of the position frame,
which are situated on the foundation. This task was eseential-
ly new to engineering surveys, and demanded the design of
special instruments and devices, and at the same time the
working out of methods to use them. All these problems were
solved by the author. These new technical means for such
kind of work include a fixed survey mark placed on the
foundation at the circumference of the central polyhedron
systems. This mark as well as its erection are de�cribed.
4) Portable geodetic reading microscope. This is used for
precision work connected with linear measurements, the
placing of marks on the wire, the centering of marks, the
laying of supporting chords by means of wire. Such a micro-
scope designed and manufactured under the direction of the
Card 3/5 author at the M1IGAiK is described here. 5) Survey mark fixing
Geodetical Work of Especially High Accuracy for Assembling SOV/154-58-6-6/22
Complicated Machines of Big Dimensions
the coordinate points on the machine blocks. Sach a mark
is described here. It was especially developed and tested in
the laboratory, and it fully meets the requirements. 6) Portable
survey marks for chords. The design of such a mark is described.
7) Survey auxiliary marks. The design Of such a mark is given
in short. 8) Means for eliminating the errors in centering
the instrument and reduction of the line of sight. In the
present case, the error in centering is eliminated by providing
the theodolite TB-1 with an attached coupling having an opening
which is equal to the diameter of the ball centers of survey
marks. This coupling is in alignment with the vertical revo-
lution axis of the theodolite. 9)Measuring apparatus and
scales. These play a very important part in the solution of
the problems set here. Some of them are described here. 10)
Adjusting elements. These are calculated on account of the
geometric parameters of the machine and the project scheme
of the plant before the placing of the machine blocks in the
right position for measuring. 11) The adjustment of the
machine blocks by the height and azimuth is described. Parti-
Card 4/5 cipating in the investigations weres 0. D. Klimov, Candidate
Geodetical Work of Especially High Accuracy for Assembling SOV/15,ti-58-6-6/22
Complicated Machines of Big Dimensions
of Technical Sciences, and 11. L. Grigorlyeva, Lngineer.
12)The adjustment of the machine blocks by the radial direc-
tion is explained. 13)The experimental studies were carried
on in the laboratory at the kafedra prikladnoy geodezii
MIIGAiK (Chair of Applied Geodesy at the ?AIIGAiK) for de-
termining the real possibility of using the methods, devices,
instruments, apparatus and auxiliary means describea here.
The characteristics of the possible accuracy for -hork with
the mentioned apparatus and methods were obtained. The
corresponding calculations are pointed out. Calculations on
the basis of the investigations carried out show that by
means of the method given here and the new technical apparatus
the requested accuracy of 0.1 am can be reached. There are
19 fig.Ares and I Soviet reference.
ASSOCIATION:Moskovskiy institut inzhenerov geodezii, aerofctos"yemki i
kartografii (bloscow Institute for Geodesy, Aerial Photogruptq
and Cartography Engineers)
SUBMITTED: August 1, 1958
Card 5/5
'~e C
NJ OR ~)V - V, ('-1)
o1THOR: None Given SOV/ 6-58-6-2o/21
T'1`TL1?: Chronicle (Khronika)
?1;H10DICAL: Geodeziya i kartografiya. 1958, Nr 6, PP. 78-79 (USSR)
ABSTRACT: From A r 1 24 a scientific-technical conference
took plac'eat-The Moscow Institute of Geodesyq Aerial Photo-
graphy and Cartography Entineere (Moskovskiy institut inzhe-
nerov geodexii, aerofotoduyeakii kartografii). Besides the
professors, teachers and students of the institute it was
attendeqby following scientists; representatives of the pro-
duction organizations, of the scientific research institutes
and universities. P. S. Zakatov, Director of the Institute,
opened,the conference and communicated the reaults of the
scientific research work carried out in the past year: he
also spoke about the problems concerning the agenda.
At-the plenary sessions the following lectures were held:
A. 1. Ivanov, Docenti "Fighting Revisionism in the Present
Stage". A. 1. Durnev, Professor: "On the Construction and
the Principles in Balancing the Principal Geodesic Network
of the USSR". G. D. Rikhter, Professor, participant in the
Card 1/3 Antarctic expedition: "Oases of the Antarctic and the Charac-
Chronicle
teristic Features in Surveying".
sov/ 6-58-6-2o/21
At the sessions of the aeodesic section.the folkwing lectures
were held:
A. M. Virovts , Professor (or more probably: Viroveta): "On
the Evaluation in Rectangular Coordinatca of Some Types of
Geodesic Networks According to Directly Measured Data at the
Ellirsoid". M. S. Muray_~ ~vDocent: "On Monuments of Especial-
ly High Sta~_illijw. V. P. Kozlov, Candidate of Technical
Sciences., "Calculation of the Approximative Weight Values
of the Most Probable Values in Geodesic Networks". V. G.
Selikhanovich, Docent: "The Life and Pedagogic-Scientific
Activity of A. P. Bolotov". V. D. Bollshakov, Candidate of
Technical Sciences: "Optical Distance Measurement at Night".
N. V. Yakovlev, Assistant-. "On the Problems Concerning the
Method Employed in the Precision Measurement of Angles in
Municipal Triangulation of First Order". A, Ke Pevnev, Ar~pir-
Rnt: "On the Project of a Level With Freely Supported Mirror".
Ye. 1. Donskikh, Aspirant, Chief Engineer of the Geodesic
Department in Building the Kuybyshev Water Power Central:
"Triangulation of the Kuybyshev Water Power Central During
Card 2/3 Prospecting". A. S. Dmitriyev, Teacher: "Extracts From the
nx--.~111010
sov/ 6-58-6-20/21
History of Geodesy and Cartography in the First lfear8 of
Soviet Gwornment (1917 - 1923)".
1. Cartography 2. Geodesics 3. Scientific reports
lard A,/3
3W SOV/154-59-2-3/22
AUTHOR: Murav'yev, M. S., Docent
TITLE: Present Demands of Engineering Geodesy on the Construction
of Geodetic Instruments (Sovremennyye trebovaniya inzhenernoy
geodezii k konstruirovaniyu geodezicheskikh instrumentov)
PERIODICAL: Izvestiya vysshikh uchebnykh zavedeniy. Geodeziya i aero-
fotoollyemka, 1959, Nr 2v Pp 15 - 23 (USSR)
A13STRACT: The present paper deals with the principal requirements that
are to be compiled with by new surveying instruments, with
reference to the high accuracy required today in surveying
operations over long distances of hundreds of meters and even
kilometers. This applies to the case of riverways, to the con-
struction of hydraulic power stations, etc. The demands made
on the engineering theodolites are the following: 1)magnifica-
tion of 30 - 40xt 2) telescope designed on an inverter (in-
verta) basis, which makes it possible to exclude the error
arising on focusing in collimating leading lines, 3) an accuracy
of I" in reading on the horizontal circle, 4) the theodolite
Card 1/4 must feature a device to center it on the point with an accuracy
Present Demands of Engineering Geodesy on the SU/154-~,9-2-,7/22
Construction of Geodetic Instruments
of 5 - 8,". Such an experimental instrument is beinC built
at the Chair of Applied Geodesy. V. A. Belitsyn supervised
this construction, and his death is a major drawback con-
fronting the completion of the instrument. Special centers,
adjustable as to the height, as vell as theodolite centerinos
above them vrere devised at the same Chair. They are depicted
in figures 1,2 and 3. A sphere is used for centering; unlike
the instruments of the Firm Wild, however, the sphere is set
in the centering and the instrument rests on the sphere, which
is simpler and better. The need is felt of a special engineering
levelling instrument for large-scale production. It rould have
to comply with the following requirements: 1)magnification
of 40x, 2) a tube designed on the inverter (inverta) principle,
3) the instrument is to feature an oscillating or floatiriC
prism, 4) its accuracy should correspond to that of a levelling
instrument of the lot order. Figure 9 shows such a model,
built under the supervision of V. A. Belitsyn at the MIIGAiX.
Industry is required to manufacture invar measuring tapes.
Card 2/4 The foremost demands made on them is for the tape surface to
Present Demands of Engineering Geodesy on the SOV1154-59-2-3122
Construction of Geodetic Instruments
be symmetrical with respect to the longitudinal axis. Other
requirements are mentioned as concerns mark graduation, mark
thickness, etc. The need is also felt of a special portable
microscope for geodetic purposes, which should comply with
the following req-airements: 1) magnification about 30x,
2) it must feature a standardized microscope, 3 operational
distance of 60-70 mmt 4) knee bent telescope, B focusing
in depth not less than I mm, 6) a device to illuminate the
target, 7) pivoting of the micrometer casing as well an of
the main tube of the microscope around the line of sight must
be secured. Such an instrument was built at the Chair of
Applied Geodesy and the production specimen is already
completed. Portable auxiltry signals of a stronger construction
are required in practice. Figures 16 and 17 show such a model,
built by the above-mentioned Chair. In practice, a comparison
between high-precision measured values in nature is of great
importance. A telemetering instrument is therefore required,
by which it is possible to establish such comparisons in a
Card 3/4 quick and simple way. The carrying out of such a task is
Present Demands of Engineering Geodesy on the SGV/lc'4-:1~9-2-3/22
Construction of Geodetic Instruments
apparently possible by the aid of interference ran,-e finders.
Finally, the practice often requires that the same angles be
set up with high accuracy. The Chairs of Applied Geodesy and
Instrument Construction are working on such an instrument;
the difficulty , ',.owever, consists in centering the eyepiece
of the measuring instrument on the extreme point. There are
17 figures.
ASSOCIATION: Moskovskiy institut inzhenerov
kartografii (Moscow Institute
and Cartographic Engineers)
geodezii, aerofotoollyemki
of Geodetic, Aerial Survey
Card 4/4
NURAVIYEY*_ il Sergeyevich. dotsent; ZAKA2NOV. M.P.. red.; SHAMAROVA.
T.T., tekhnered,
[Deac~iptive and projective geometry) Machartatellnela i pro-
ektivnala goometriia. Kookwa, Izd-vo geodez.lit-ry. 1960. 323 P.
(KIU 13:12)
(Ooomtry, Projective)
(Osonstry, Descriptive)
LANGLEBRI, Mikbail Llvovich; naucbn. red.;
SHVETSOVA, E.M., ved. red.; YASHCHURZHINSKAYA, A.B.,
tekbu. red.
[Equi and tools for the underground repair of oil
wells Oborudovanie i instrumenty dlia podze=ogo re-
monta skvazhin. Leningrads Gostoptekhizdat, 1963. 155 p.
(MIRA 17:2)
mnVIYEVO M. V.
Mbrk Capacity After Having Umdergone Mooed Cranial Trauma. 9 Cand
Ned Sci,.FSSRt 23 Nov 54- (VMP 12 Nov 54)
4 4 e. t-d d -~-t -f-.,-A~
Suney of Setentific and Teohnical, Dissertations Defended at USSR Hlgher
Sducational Inotitutions (11)
SO: Sam. No. 521, 2 Jun 55
Penetrating stab wonads of the thorax. Soy-sed. 20 no.6:68-72 156.
(NLRA 9:9)
1. Is kafedry obahchey khlrnrgit (say. prof. T.I.Struchkov)
lechobnago fakulltsta I Moskovskogo ordena lAnina neditsinskogo
institute as bazi klinichaskoy bollnitsy Iment Nedmantrod (glavzWy
vrach A.P.Tinafeyeva)
(TRORLX, womade and injuries,
penetrating stabwIncised wds. (Rua))
(WOUNDS AND IZMUB,
thorax, penetrating stab-incised wds. (Pus))
311KOT, I.I.; MFOV. T.G.; UPORM. W.I.; SXMMZV. A.S.; KURAVOYIIV. K.T.;
fASTREBTSOVA. N.L. -.000MOMMUNOWM
Cardiac catheterisation in acquired heart diseases. Terap.arkh.
29 ao.3:37-51 Kr '57. (KIRA 10-8)
1. Is fakultatskoy teraperticheskoy kliniki (air. - deystvitellnyy
chlen ANN SSSR prof. 7.1i.Vinogradov) I Mookovskogo ordena Lenina
meditainsicogo institute imeui I.M.Sechenova
(CATHKTXRLZATLON. CARDIAC,
In acquired heart die. (Rua))
GLA,DYREVSKIY, N.L.; MURAVIYEV M.V.
Treatment of fractures of the tubular bDnes by intraosseous
fixation. Trudy 1-go MMI 7:91-99 159. (KMA 15; 11)
(INMML FIXATION IN FRACTMM)
KURAVI TAV, H.V.
ulcer of the stomach In azotemic
urenia. Sov.med. 23 no.6:329-1)1 Je 159. (14IRA 12: 9)
1. Iz kafedry obahchey khtrurgii (zav. - prof.V.I.Struchkov)
lechobnogro faina, tot& I Moskovskogo ordena Lenina meditainakogo
InstItuta imeni I.II.Sechenova na b1a2e Klinicheakoy bol'nitay
Iment Hadeantrud (glavnyy vrach A.P.Tinofeyeva).
(MTIC ULCM MYOUTION)
(UM41A compl.)
tLmu~!Vlvav' M.T.; ZIQCH3VS IY, P.M.; -GRMVA, G.V,
Ilectrocardlographic data on Amptional chWes of the heart darIM
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1, In kafedry obabohey khtrurgil (sav. - prof. V.I. Struchkov) lechebmago
falmlltsta I. filial& (rukavoditall - prof. B.B. Soon) kafedry. gospit4t-
noy terapil (2&v. - d~YstvIt*l'xWy chlen ANN SSSR prof. A.L.,.lw"ulkov)
I Moskovskogo ordeza Isnim meditsinskogo Inetitats, Inent I.k Saobsnovs
via base kliniaheskoy bollattey No.23 imeni I(edsantruA.
(CATUMIZ&TIOX, QRDUC.
(JOG. right heart & puls. artery, AGG changes (Rua))
In catheterization of right heart & pulm. artery (Rua))
MMV'YBV M-T (Moskva, G-34, Lopulchinskly per., d.6, kv. 1)
MAMAIMINA, ?.A.
Histoz7 of surgery for mitral atenosts. Vest. khir. 82 no-5:137-145
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1. Is kafe obahchey khirurgii (zav. - prof. V. 1. Stmchkov)
lechebnogo7akallteta 1-90 Moskovskogo ordeza Ienina moditsinakogo
instituta im. I.M. Sechanova.
(HITHAL VALVX--DISIAM)
.., XURAVIYSV, M.V. (Moskvas, Lopukhinskiy per.,dj6,kv.1); ROMHOV, F.N.;
Method for shunting the superior vena cava in forming a
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1. Iz Instituta grudnoy khirurgii ANN SSSR (dir. - prof.
3.A. Kolesnikov).
(VENA CAVA-SURGERY)
(PUIXONARY ARTERY-SURGaRY)
COUTIM, K.T.'. ROVASHOT, low* (Noskra)
OOMWOU&I beart def"tol dleguosle and surgical trostimmut.
JbIld. I akush. 25 no.5s55-59 IV #60. (KIRA 13:7)
(ZUV--ANIMITIM AND EMMITM)
MURAVIIBV. K.Ve- MMOV, T*.T.; GROKOVAv G.V. (Naskra)
Cvrtalm aspecU of pulmonary eirmaation In ebrmU suppwative
pmesses In the 1wese Mnewdo 38 no.20M-105 0 %Ow
(KMA 13sn)
1, Is kafedry abahchey khirurgii (sav. - prof. V.I. Stmobkov)
leabobnogo faku3L'teta I Kodkovskogo ordena lanina wditsin*ogo
instituta ivan-i r.x. Sochenova i sorfologicheskoy laboratorii
ft7stritallnogo ablena ANN MR I*Te Dgv7dovekogo n& bam klini-
eb*4*oy boiltitsy 36,23 1meni Kedmtrud (glavnyy vrach A.P.
QUIMART ART=) (LUNGS-DISFMU)
I
KOGANg B.B., prof.; ZLOCHEVSKIY, P.M.; MURAVIYEV, M.V., kand.meditsinakikh
nauk
Clinical and physiological investigation of the 'action of euphyllin
in patients with chronic cor pulmonale. gas. med, zhuro 41 no,3:17-
22 My-Je 160. (MIRA 13:9)
1. Iz filiala (sav. - prof. B.B.Kogan) gospitallnoy terapevticheskoy
kliniki I Moskovskogo ordena Lenim meditsinsko go inatituts. im. I.M.
Sechenova.
(AMINOPHYLLM) (HEART-DISEASF.S-DIAGNOSIS)
(LUNGS-DISEMES)
KACHKOV, A.P.; ZUUYnZZAJ. (Moskva, WpukUnskiy per.,,d.6,kv.1);
USILling Li. ..
Peacetime wounds of the heart. Grud. khir. 1 no.5:106-109
&o v 61. (K= 15:3)
1. Is kafedry obahchey khirurgii i lechebnago fakullteta
(sav, - prof. V.I. Struchkov) t Moskovskogo ordsm Ienim
macUtsinak o inotituta. imeni I.M. Sechenova n& base klinicheakoy
bollnitsy No.23 imeni "Medsantrud" (glavrWy vrach A.?.
Timofeyeva).
(HEART-WOUBS AND IHJURIES)
89RAZOVSKir V,I'j~mnv'yxvp PI.V.- GELISHTEYN, G.G.; Y4-VnMU, Yu.T.;
iom~,;p A.I.; RCHMER"i.n.; FIYABOV, G.A.; MMAVLEVA, N.G.;
IY37A# LeMe; SHFUGA, O.G.
Operation on the Odry 41 heart during bn)othermia in patients
with congenital heart defects,. Grudkhir. no.3:3-14 161.
(MM 34:9)
lo Iz otdeleniya mbolevaniya, serdtsa L sosudov u detey (Sav. -
kand.med.nauk V.I. Burakovskiy) Iwtituta grudnoy khirurgii
(dlr. - prof. S.A. Kolem2*ov,, nauchn" rukovoditell - akad.
A-Ne Bakulev) AMN MM Adres artorova Mook7at JAvingradskiy
proip. d.8. Institut-gradnoy khirurg:Li AMN SSSR.
IHRART-AENMITM AND DDOWITIES) (HYPOTHM11A)
(PEWSIOR Pump (RCM))
MMAVIIEVy M.V.; HOMASHOV, F.N.; CHUYEVA, L.F.; SlUY LE-TTA141 [HaU LA-tlisu)
Treatment of 120 patients with patent ductus arteriosus. Grud.
kh1r. 3 no.1:28-33 Ja-F 161. (KRA 16-5)
1. Is Instituta grudnoA,j4rurgii (dir. - prof.S.A.Kolsonikow,
nauchnyy rqkawoditell - akademik A.N.Bikjb~v) AMR SSSR. Adres
aytorovt *okya, Leninskiy prospekt, 8,-Institut grudnoy khirurgii
AM SSSR. V,(DlMS ARTMOSIS-LIGATURE)
HUBAVIIEVI, H.V.; GROKOVA.. G.V.; VOL-EFSHTEYN,, G.L.
Som data on pulmonary circulation changes in abronic suppurative
processes in the lung. Grud. khir. 3 no.Z68-72 161.
(MIRA 14 z 4)
(LUNGS-DISE ES) (PULKONLRY =EFa)
I NMAVIYEV, M. V.; PETROSYAN, Yu. S.
Di&gwgtg of vubwalvular stenogis of the aorta. Gmd. khir. no.5:
7-12 161. (MnU 15:2)
1. Is Instituta grudnoy khirurgii (dir. - prof. S. A. Kolesnikov,
nauchnyy rukovaditell - akiLd.* A. 9. Bakulev) ANN SSSR.
(AORTIC VALVS--DISEMES)
STRUCHKOV, Viktor Ivanovich$ prof.; BAZIIEVOVA, A.P.# doktor ii:ed. nauk;
TUI-MSKI7, V.K., doktor med. muk; GRIGORYAN,A.V.p kand.r-ed.
nauk; KACP:KOV,A.P., k-and.red.nauk; 14ARSHAK,A.Yi., kand.r-ed.nauk;
jflMAy7ZV,M.V..q kand.med.muk; SIDO.RIIIA,F.I., kand.med.nauk;
FEDOROV,B.P., kand.med.nauk; VINOGRADOV,V.V.,, red.; PETROVA,
tekhn. red.
(Surgery for suplu-ation]Gnoinaia khirurgiia; rukovodstvo dlia
vrachei. Eoskva, Illedgiz, 1962. 357 p. (MIRA 15:11)
(SUPPURRATION) (SURGERY, OPERATIVE)
KOLZSMXOV, S. A.; BURLKOVSKU, V. I.; MURAVITEV, M. V.; RaWHOV, F. N.;
LYMP M. N.
Clinical aspects, diagnosis and surgical treatment of cor trilocu-
lam biventriculare. Grud. khir. no.2:16-20 162.
(YMU 15:4)
1. Iz Institute, serdechno-so~sadlatoy khirurgii (dir, - prof.
S. A. Kolesnikov, nauchn7y rukovoditell - akad. A. N. Bakulev)
ANN SSSR.
(HEART-ABNOWITIM AND DEFORRITIES)
MURAVITEV, M. V.; YBVTZ7EV, Tu. V.
Case of coarctation of the pulmonary artery. Grud. khir. no.2:
75-77 162. (MM 15:4)
1. Is Instituta sordechno-soandistoy khirurgil (diri.- Prof.
S. A. Nolemdkov, imuchn" rakovWitell - akad. A. Bakulev)
ANN SSSR.
(PUIXOnUARTERr-DISMES)
KOLESNIKOV, S.A., prof.j- MURAVIYEV, M.V., tsent
'C_
Defects in the interventricular septum; clinical aspects, diagnosis
and surgical treatment. Kardiologiia 2 no.l.-59-67 Ja-F f62.
(WRA 15: 5)
1. Iz kafedry grudnoy khirurgii TSentrallnogo instituta usavershen,-
stvovaniya vrachey (dir. M.D.Kovrigina) i Instituta sordechno-
sosudistoy khirurgii A1,21 SSSR (dir. - prof. S.A.Kolesnikov, nauc~nyy
rukavoditell A.N.Bakulev).
(Hl"-- --DISEASES)
,,I~URAVIYEV, M.V.; ROVIASHOV, F.U.; SMY LFTYAv, [Hsii IA-ttien]
Surgical treatment of patent ductus arteriosus in adults. Vest.
khIr. 89 no.7:16-22 Jl 162. (MM 15:8)
1. Iz Instituta grudnoy khirurgii (dir. - prof. S.A. Kolesnikov,
naucbn. rukovoditell - akad. A.E. Bakulev) 91N SSSR.
(DUCTUS ARTERIOGUS-SURGMY)
,IPRJ9'.TEY, -I. CHUYEVA, L.F.; SYUY LE-TYAIII (11su-10-ttien]
Symptom of arterial presgure difference in the arms ond legs
of patients with patent ductus arteriosus. Kardiologila 5
no.2:51-55 163 WIM 17t2)
1. 1z Inatituta serdechno-cosud:Lstoy khirurgii ( dir. - prof.
S.A. Kolesnikov,, nauchnyy rukovoditell - akademika A.N.
Bakuler) AM SSSR.
BURAKOVSKrY, T.I.; I-IURAVIYEV,,M.V,J- ROWHOV# F.R.; YLTUYEV, YUeV*
Tetralogy of Fallot; clinical alspects, diagnosis, surgical treat-
ment* Grudno khire 5 no*313-8 Hy49163 (MIRA 17:1)
1. Tz otdeleniya vroshdem7kh porokov serdtsa (zav. - doktor
mad. nauk V*I*Burakovakiy) Instituta sardechno-sogudistoy
khirurgii ( dire - profe SeAs Kolesnikov,, naucbnyy rukovoditell
akademik A.N. Bakuler.) AM SSSR. Adres avtorovs Moskva V-49,
loninskiy prosp.,, d.8, rnstitut serdechno-sosudistoy khirurgii
AM SSSR,
BAKULEV, A.N., akademik; KOLESNIKOV, S.A.,prof.; BURAKOVSKIY, V.I.;
GELISHTEYN, G.G.; LEBEMA, G.K.; MURAVIYEV, N.V.; WMINA, R.A.
Artifleial blood circulation in combination with hypothetSia in
the surgery of congenital heart dofpcts. Vest.khir. 90. no.2:
10-19 F'63- (MIRA 16.7)
1. Iz Instituta sordechno-soaudistoy khirurgii (dir. - prof.
S.A.Kolesnikov, nauebnyy rukovoditell - akademik AA.Bakulev)
AMN S&S. Adres avtorov: Moskva, V-49,, Inninskiy pr., d.8.,
Institut serdechno-sosudistoy khirurgii AMN SSM
(ffAM--SURGERY) (HYPOTHFILMIL)
(BLOOD-CIRCULATION, ARTIFICIkL)
MURAVIYEV, M.V. (Moskva, loopukhinskiy pereuloko d.69 kv.1); RCt-WHOV, F.N.;
TOMMY YU.V.
Diagnosis of atreeia of the tricuspid valve and its surgical
treatment. Grudn. khir. 4 no,5239--44 S-ON62 (MIRA 17:3)
1. Isr.Instituta grudno7 khirurgii ( dir. - prof. S.A. Kolesnikov,
naucbnyy rukovoditel I - akademik A.N. Balwl er) AMN SSSR.
MURAV'YEV M.V.
.j..
Surgical treatment of an isolated defect of tne
septum. Grud. khir, 6 no.2:17-23 Mr-Ap 164. (MIRA 118:4~)
1. Kafedra serdehno-sosudistoy khirurgit TSentral'nogc 'nat:tu'a
usovershenstvovaniva vrachey i otdeleniye vrozhdennykh porokc.-., (zav. -
doktor mod. nauk V.I.Biirakovskly) Institata serdechnc-sosudlsroy
khirurgii (dir. - pref. S.A.Rolesnikov, natichnyy rukovoditte.11 aj(ademik
A,N.Bakulev) AMN SSR, Moskva, Adres avtora~ Mr,----kv,,a V-4", 11,en1r,:3k1y
prospekt, dom 8, Institut, serdachno-sosudistoy kh,,rurgii.
B-2,MLEV, A.N ; WRAV'YTEV, V-V.; KIIKIIY,.'~~,VA, U.S. (,Mns'-va 7--9, 7!cr&ka~,& ~11.1
d.44:
Indications for surgical treatment of the defects r)f Tne
ventricular septum. Grud. kh1r. 6 no.6:1(~-16 17_T, ~4.
1. Institut serjechno-sosudistay khir,,irgii (direktor
t-
Kolesnikov) AMN SSSR Ji klinika fakulltetskoy khir--irw~,i Z.1.
Spasokukotskogo (direktor - akade.Tik A.N. B6.-uiev'~,
BURAKOVSKIY, V.I.; MURAVIYEV, M.V.; ROMASHOV, F.N.
Lutembacher's syndrome. Vest. khir. no.7:3?-40 JI 164. (MIRA l8x4)
1. Iz instituta serdechno-sosudistoy khirurgii (dir. - prof. S.A.
Kolesnikov, nauchnyy rukovodifeWl- akademik A.N.Bakulev) AMN SSR.
Adres avtorovi Moskva, V-49, laninskiy prospekt 8, Institut sardechno-
sosudistoy khirurgil AMN SSSR.
MURAVOISVP mev.
(Dofecte of the interventricular septu .11nical aspects,,
Oiagno3lis and surgical treatment] Defekty mzhsheludachko-
voi.peregorodki; klinikas diagnostikao Iddriirgichaskoe Is-
chenies Moskva,, TSentr. in-t usovershenstvovaniia vrachei,
1965. 1+7 p. (MIRA 18:8)
I-W.AV'YrV, 1/,.V.; R014,1SHOV, F.N.; SYIJY Y' Y7v YU.V.
Surgical treatment of a pptent
pulmonary hypertennion. Xkrurgtiij. n j
-7r
1. 1z Instituta serdechn~-sodudt---to
3.A. Kolesnikov, nauchn.-,ri rul,-o,,,r,
AMN SSSR.
mav I YEVp N . -
-- ~-, -, '~, ~ - I,. ~- --m -11
The 35th international fur ~Action in Leningrad. Vnesh. torg.
43 no.10tlg 163. (MIRA 16:11)
1. Predsedatell Vaesoyuznogo obl'yedineniya po eksportu i importu
pushniny Miniiterstva vneshney torgovli SSSR PUyuzpushnina.11
S/123/6Q/000/02Q/011/019
A005/AOOI
Translation from: Referativnyy zhurnal, Mashinostroyeniye, 1960, No, 20, p. 194,
# 111049
AUTIHOR- Murav'yev, N. I,
T Mechanized Section of-Centrispinn of Steel
ins\~
PERIODICAL- V sb.: Peredovoye v tekhnol. liteyn. proiz-va. Kharlkov, 1958,
pp. 42-49
'TEXT; The experience of the Kovrovskiy ekskavatornyy zavod (Kovrov Excava~:
Plant) with the introduction of the centrispinning method is described, as wel I
a conveyer unit of 10 items. 1"here are 7 figures.
Translator's note: This is the full translation of the original Russian abstract,
Card 1/1
KURATOYZV, N.Y.
-
History of investigation on leptospirosts in Stavropol' territory.
Zhur. mikrobiol. epid. I Immun. no-11:113-114 1 154. (KIRA 8:1)
(LMOSPMOSIS. prevention and control.
In Russia. hist.)
XURAVITUR. N.V.
Problan of the differential diagnosis of malaria fors leptospiroats.
thurmtkrobiol.. ep1d. I Imun. 27 no.8:97-101 Ag 156. (KEaA 9:10)
1. Is zayonnoy bolluitsy Severo-Ometinakoy ASSR.
(AIARIA, differential diagnosis#
leptospirosis (Rua))
(LWTOSPIROSIS, differential diagnosis,
malaria (Rua))
Mhogenle to RMM MA F-3
AU12624.
Abs Jour Rot Zhur - Blol-, No 2, 1958, No 5325
Author 'ev
Inst NW 6LvM
Title on the gffect of peniciviin on the Coarse of TAptospiroxis
Infection Tne 11 MA Pbrustion of Specific Antibodies.
Or1g M Say. M4it&1n&,:l957,- go 1 37-41
Abstract -So Gathw used penic"I'd (1) dMIN the a witer-Outawn
'Maum in districts Awe thwe:vere natural foci Of ULU-
ria ad leptospirools. .or -16 ystiaos,, only in elabt I mostly
child an 2-11. years of age, did the author note a rapid drop
in temperature, Improved feeling of health and no roUpses.
Be injected fr= 400,000 to 1,500,000 anits wd the patients
vers discharged on the 4-8th day after onset of the disease.
Owd 1/2
KWAVIYAV. U-7- .
Obstetrical care in the North Ompetion A.S.B.I. in 1955. Bov.zdra7.
16 no*6:23-28 Jo '57* (IGRA 10:8)
1e In respublibmankay klinichaskoy bollnitay Severo-Onstiuskoy
ASU CglsvW vroob 3.3.1hanoyev)
((MSTAIRICS
in Russia, no*& for obste hoops in Ossetic region)
MURAVIYEV, 14.V. (Ordzhonikidze)
' - 6~srts for planning home calls to infants during their first year
of life in rural areas. Ked. sestra 16 no.8:28-29 Ag 157.
(M MA 10:12)
(MANTS-CARN AW) MINA)
Iffect of penicillin on the course of leptoopirous Infection
(type 11) and the f ormation of specif Ic antibodies. Sov.wd. 21
no.3:37-41 Kr 157. (MIRA 10:7)
1. Iz Darg-Kokhokoy rayonnoy bollnitsy Severo-Owetinskoy ASSR.
(IAWTOSPIROSIS. ther.
penicillin. off. on course & antibody form.)
OMMICILLIV.,ther. use
leptompirosis. eff. on course & antibody form.
MURAVIYEV. N.V. (g. Ordzhonikidze).
system for kee-ping rPcc,7-dB of laborator7 examinations of
hospital patients. Med.sestra 17 no.12:25~-26 D158 (MIRA 1-1:11)
(HOSPITALS)
(DIAGLOSIS)
MURAVIYZV. 11.V. (Ordzhonikidze)
-- ~, ~~ ~i
Obstetrical assistance In the Zam&nLnd sector hospital from 1953
to 1958. Felld. I akush. 24 no.7:41-47 JI '59. (MIRA 12i10)
(UYANIUL--OBSTRMGAL NWIM)
MURAVITN' Ila.
Botkin's dispane in a rural district, 1952-1956. Z-sl-,=.
mlkrobiol.opid. i Irmm. 30 no-5:141-142 Itr '5').
(MIRL 12:9)
1. 1z D&Tj~-Zokhakoy rayonnoy bollnit3y Severo-Osetinakoy
ASSR.
(HHPATITIS, IIBWTIOUS)
NaUTITET. N.Y. (Ordzhonikidze)
Device for the statistical grouping of cards in the study of
morbidity. Zdrav.Ros.Yedor. 4 no.lt27-29 Ja 160. (KM 13 # 5 )
(DISILS]IS--RIWMIM)
KMVIYEVt N.V.; EWTINOVAt L.I.; 3HAF0Sffl,'11KGVAq V.V.
Method for amlyzipg accidents in rural areas* Zdmve Roo* Feder.
4 no.12s11--U D 0609 (HUA 13:12)
. - T~'
1. Is Respublj)mukoy bolinitay Severo-Osetinakoy WR (glavnyy
vrach.B.S.Igumarv) -
(KIkOV D33TRICT (OSSETIA) -ACCIDWS)
MUIUVEVI N-V~ (Ordzhonididoe)
Organization of arciliven for preservation of tho Ustory of dia"sen
in rural hospitals. Sov. sdrav. 20 no 7*69-72 161. (IUI-,A 15:1)
(Mc.LdCAL
MURAVIYEV. N.V. zhonikidze).
I
Work of the organizational and emthodological office of the North
Ossetian Republican Clinical Hospital. Sov.zdrav. 21 no.8s58-60
162. (MIRA 15:11)
(OSSETIA, NORTH-HOS PITAIS-ADMI MIS TRA TION)
KHESTANOVA, L.I. (Ordzhonikidze)
Zfforta of the Worth Ossetian Republic Hospital to improve the
jualifications of medical workers of the rural area. Zdrav.Roso
redere 7 no*302-35 Nr 163. (NIRA 103)
(OSSETIA, NORM-PUBLIC HIALTH)
(0882TIA, NORTS-MMICINE-aTUDY AND TEACHING)
MURAT
Training head physicians of district hospitals to analyze the
activities of therapeutic and prophylactic institutions. Zdrav.
Roo. Feder. 7 no.10t20-22 016-3 (MM 16:11)
1. Tz Severo-4setinakoy respublikanskay klinicheskoy bollnits7
(glavnyy vrach S.S. Khanayev.)
HWVIYETI N.VI
Imp.i;v~ the qualifications of senior nurses in rural district
hospitals. Ibd. a estra. 22 no.6:16-18 Jo 163. (MLRL 16&9)
lo Is Severe-Osetinslwy mapu y inicheskoy bollnitsy.
(NURSM AND NUFSING)
Compilers: MIRAWYEV,_ 0. A.; POHEDMOVA, Ye. G.; POYARKOVA, A. I.; PROKHANCV, Ya. I.;
SHISHKIN, B. K.; SHTE;YNBERG, Ye. I.; YU7,EPCIRJK, S. V.; AFANASIYEV, K. S.; BORISOVA,
A. G.; VASIL'YEV, V. N.; GORSHKOVA, S. G.; ILIN, M. M.; KLOKOV, M. V.; MALIENEV, V.P.;
KOMAROV, V. L. (Acad.); Editors: SHISBKO, B. K.; BOBROV, Ye. G.
Flora of the USSR, Vol 15, Moscow -Leningrad, 743 PP-Mfo
Book W-22202, 7 Apr 52
LMAVIYEV, P
I. P. MM -
2. USSR (6W)
4. Albegra - Study and Teaching
7. Concept of the absolute value of a real nwaber in secondary schools. Mat. v
shkole no. 6. 1952.
9- Month List Of Russian Accessions, Library of Congress, April -1953, Uncl.
AURAVIYEV, P.A.
~Aaln differential equations of the n order with re-
Solving ce
tarding arMiments (vnrlous retardations) by tbo operational
,gotbod. Ixv.vye.iicheb.ze:v.-. "at. no.l.*175-187 157.
(MIRA 12:10)
1. Ivanovskly onergatichmakly institut ineni. V.I.Lanina.
(DIffersintial equations) (Calculus of operations)
SOV/1 24 -58 -1-94
Translation from: Referativnyy zhurnal, Mekhar-ka, 1958, Nr 1, p 12 (USSRJ'
AUTHOR: Murav'yev, P.-
TITLE: An Operator Solution of Some Differential Equations With d Lagging
Argument Encountered in Automatic .-control Engineering (Resheriye
operatornym metodom nekotorykh differentsial'nykh tirw,neniy s
zapazdyvayushchim drgumentom, -,strechcLyushchikhsva !, tekhnike
avtoregulirovaniya)
PERIODICAL: Sb. nauchn. tr. Ivanovskogo energ, in ta, 1957, Nr 7, pp 5- 11
ABSTRACT: An examination of equations of the type
+ a t .
1 "t) + a2 (~(t a3 Ott0
4VII(t) + a, (0"(t) + a. 4)'(t) + a3 ~(t,' ~ a4'~: (t - T) + a5 0(t - T) =0
which by means of the transform o (ty ekty(t) are reduced to . form
that does not contain a first deriian-.e in the tirst case or a SeCOT-0
de;rjvative in the second case. The solutions are found bv mean5 of
Laplace tran5forms with initial conditions of the type
Card 1/2
SOV/124-58 I Q4
An Operator Solution of Some Differential Equations With a La8ging (cont. I
y(k) (+ 0) = Ck' y (k) (t) = 0 for t < 0,
where ck are constants and k=0. I in the first case and k~0, 1, 2 in the second case.
The solutions are obtained in the form of series,
V, S. Ruzurnikhin
Card 2/2
26628
6, S/04 60/000/002/005/009
C1 1 IYC222
LUTHORt Xuravlyev, P.A.
TITLE: On the approximate expressions for solutions of some
differential equations with a lagging argument
PERIODICAL: Referativnyy zhurnal. Hatematika, no. 2, 1960, 201,
abstract 2310- (Sb. nauchn. tr. Ivanovsk. energ. in-ta,1958,
vyp 8, 8-23)
TEXTs The author seeks the approximate solution of the initial
value problem
n a x (k) (t) + b x (k) t _ U) _ 0 (0 < t > 0)
Z- k 2 k
k-o k-o
X(t) z 0 (t