SCIENTIFIC ABSTRACT MURAVYEV, M.S. - MURAVYEV, P.F.

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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 cathetarizat Ion of the right heart and the pulmonary artery. Terap. arkh. 32 no.2:22-29 P 159. (MM 12:1) 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 it 159. (NIRA 12:7) 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 cavapulmnary ane tra sis. Grud. khir, 2 no-1:43-45 Ja-F 160. (NIRA 15:3) 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