SCIENTIFIC ABSTRACT MOSKVIN, V. M. - MOSKVINA, O. A.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R001135410001-5
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: July 13, 2001
• Sequence Number: 1
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT


0
I
r
p
it I
- .--

KURASM, V.A., prof., doktor tekhn.nauk; MIROHOV, S.A.. prof., doktor
tekdm.nnuk; Afd-,KSANMOVSKIT, S.V., kand.tekhn.nouk; TAW. K.E.,
kand.teldm.nauk; DKITRIM, S.A., kand.tekhn.nauk; IRMIN, N.M.,
kand.tekhn.nauk; SIGALOY. E.Ye., knnd.tekhn.nauk; ITEMIR-OVSKIT,
Ta.M., knnd.tekhn.nauk; TABB-71KIN, N.L., lnzh. (deceased]; KALA-
TUROV, B.A., kand.tekhn.nauk; BRAIME, Z.I., inzh.; KFYLOV, S.H.,
kand.tekhn.nauk; FO:'JN, K.F., doktor tekhn.nauk; GUSEV, N.H..
prof.. doktor tekhn.nauk; YAKOVLEV, A.I., inzh.; KOREN9V, B.G.,
prof., doktor tekhn.naulc; D-PRESHKY-VICEI, Yu.V., inzh.; MOSKVIN.
V.K-;-lU-TIIYE, L.L., inzh.; KAKARICHEV, V.V., kand.tekhn.n-auk;
SIGVCHENKO, V.A., inzh.; VASILIT&V, B.F., inzh.; KOSTYTJKOVhXIY,
M.G., kind.tekhn.naulc; MAGARIK, I.L., inzh.-, ILYASn"/SKIY. Ya.A.,
inzh.; LARIKOV, A.F.. inzh.; S7ULOV, T.T., inzh.; TRUSOV, L.P..
inzh.; LYUIKOVaIY, I.G., kand.tekhn.nauk; POPOV, A.N., kand.tek-hn.
nauk; VINOGRADOV, N.M.. inzh.; USHAKOV. N.A., knnd.takhn.nauk;
W~OV. P.M., inzh.; TER-OVANBSOV. G.S.. inzh.; GL.UKOV, B.N..
kand.tekhn.nauk; KOSTOCHKINA, G.V.. arkh.; UaM, N.H.; OSTROVSKIY,
M.V.. Icand.tekhn.nauk: PFaMISHT]KYN. ZA. in7h.i BUICSIUMI. D.I.. inzh.;
(Continued on next card)

MURASH9V, V.A.--(continued) Card 2.
XIKHAYLOV, V.G., kand.takhn.nauk; SIGALOV. E.Ye.. kand.te)dm.nauk;
GVOZISV' A.A., prof.. retsenzent; HIKHAYLOV, T.T., prof.. retsen-
zent; PAWYERNAK, P.L., prof.. retsenzent; &MIN, K.A., lnzh..
retacnzent; TEMKIN. L.Ye.. inzh., nauchnvy red.; KOTIK, B.A., red.
izd-va; GORYACHZVA, T.V., red.izd-va; MEDVEM, L.Ya.. tekhn.red.
(Handbook for designers] Spravochnik proektirov~ihchikn. Pod ob-
shchei red. V.I.Kurasheva. Mosk7a, Gos.izd-vo lit-ry -o stroit.,
arkhit. i stroit.materialam. Vol-5. [Precast reinforced concrete
construction elements] Sbornye zhelezobetonnye konstruktaii.
1959. 603 P. (MIRA 12:12)
1. Akademiya stroitelletva i arkhitaktury SSSR. Nauchno-lasledo-
vatel'skiy institut betona i zhelezobotona, Perovo. 2. Deystvitell-
nyy chlen Akademii atroitalletva i arkhitaktiiry SSSR (for Hurashev.
Gvozdev, 14ikhaylov,V,V,, Pnsternaks Shubin), 3, Chlen-korresp. Aka-
demii stroitallatva i arkhitektury SSSR (for Hironov, Gusev, Moskvin,
Kursk).
(Precast concrete construction)

SOV/97-59-1-b/18
AUTHORS: Moskvin.._V.k., kember of ASiA 535R, Doctor of Technical
Scieii-C-0-3-1-p-roiessor; Alekseyev, S.N., Candidate of
Technical Sciences, and Batrakov, V.G., Enginaer
TITLE: Silieo-Organie Additive for Increasing Frost-Resistance of
Concrete (Kremniyorganicheskaya dobavka dl7a povysheniya
morozostoykosti betona)
PERIODICAL: Beton i Zhelezobeton, 1959, Nr 1, pp.19-21 (USSR)
ABSTRACT: Frost-resistance of mortars and concretes can be considerably
increased by the addition of a new hydrophobic compound
GIM-94. The optimal quantity of additive recoazqnded to
secure frost-resistance is 0.1% (by weight of binder).
While this additiv% retards hardening in the initial
stages, concrete and mortar have normal strengths after
28 days. Tests with GKZL-94 (discovered by Candidate of
Technical Sciences M.N. Plungyanskaya) in the form of a
50% aqueous emulsion were carried out by ttie Laboratory
for Protection of Concrete and Reinf oreemen t from
Corrosion, of the Institute of Concrete and Reinforced
Concrete ASU SSSR (Laboratoriya zashchity betona i
armatury ot korrozii Inatituta Detona i zhelezobetona ASiA
Card 1/4 SSSR). GKZh-94 has the following properties: it does not
0

SOV/97-b9 -i-b/ib
Silicz)-Organic Additive for Increasing Frost-Resistance of Concrete
encourage corrosion; it does not form harmful gaseous
products; it easily emulsifies In water, and emulsiun is
permanent. Tests were carried out on test cubes,
70 x 70 x 70 mm in size, 3, 7 and 28 days after appileation
of the solution mixed in the proportion of 1/3. The water
absorption was tested by submersion In water for 24 hours
of test cubes 40 x 40 x 160 mm. Previo-asly the cubes
were dried out t, a constant weight. Frost resistance
tests were carried out, by an accelerated method, by means
of freezing and defreezing of test cubes in a 5~ solution
of natrium sulphate. Results of these tests are given
in Table 1. The addition of small quantities of UKZh-94
(0.01 - 0.1% by weight of cement) has no effect on the
normal consistency of cement. When the addition roaches
0.5% or more the density increases. The time of setting
of cement increases with Increased quantity of the additive.
The addition of 0.1 - 0.01% by weight of cement sli6htly
increased the strength of samples. The addition of 0.12 -
0*2% retards the growth of strength, but after 28 days the
Card 2/4 strength of concrete is slightly higher than the standard

SUV/97 -Dj -1-"3/ lb
Silico-Organic Additive fof Increasing Frosr-Resistance of GJacrete
GKZh-94 and its effect on the strength of concrete after
3, 7, 28 and 90 days of hardening are given in Table a.
Test cubes were tested for breakage on apparatus IChYA-2.
There are I figure and 6 tables.
Card 4/4

MOSK719. V.,H.. doktor tekchn.nauk. prof.; ALIKSWZV, S.U.. lmad.takhn-
.nauk
Protecting reinforcements In porous concretes fror, corrosion.
Trudy MIIZHB no.8:144-150 '59. MRA 13:4)
1. Mauchno-iseledovatellskiy, institut botona I zhelazobotona
Akademit stroitalistva I arkhitoktury SSSR.
(Reinforced concrato--Corrosion)

MOSKVIM, VA., doktor takhn. nauk, prof. ;AIM?.YBV. S.M.. !mad. teYhn. nauk;
I . ~ - .BATBAMDV. Y.G.. inzh.
Effect of various oemeuta on the strength of concretes and rein-
forcements. Trudy KIIZHB no.9:4-20 '59 (MIRA 13:3)
(Cement) (Reinforced concrete--Testing)

KWKVlM..T.X.,,doL-tor praf.;ALWZY3v, S.M., imnd. tekhn. nauk.;
BATRALCOV, T.G. , iazh.
Zffeot of soaa organic admixtures on the frost resistance of
concretes. Trudy MEW no.9;70-82 '59 (MIRA 13:3)
(Frost resistaat concrete)

MOSKVIH, V.M. doktor tekhn. nauk prof.;KUHUTOTA, I.I., kand. khim. nau
Obtaining radioactive compounds of hydrated calcium aulfcalumimtes.
'rudy VI1ZHB no.9:83-87 '53 (KIRA 13:3)
(Calcium compounds (Aluminum compounds)

140SKVIN, V.K., doktor tekhn. nauk. prof.; KURBATOVA, I.I., kand. khim. nauk
Using the 5 radioisotope in studying the effect of sulfate corrosion
in sodium S41fate solutions. Trudy NUMB no.9:88-95 '59 NIBA 13:3)
(Radioisotopes--Industrial application)
(Gonerete--Corrosion)

MOSKVTS. V.M., doktor takhn. naukIROYAK, G*G., insh.
Interaction of ascent alkmlies with aggregates in concretes. 7rudy
HIIZHB no.9:96-111 159 (MIRA 13:3)
(Concrete--Corrosion) (Alkalies)

doktor tekhn. nauk;FRANK, G.A.. iazh.
Chemical resistance of clinker minerals and various types of cement
in alkali solutions. TruAy NIIZHB no-9:112-113 '59 (MIRA 13:3)
(Alkalies) (Cement clinkers-Gorrosion) (Come at--Corros ion)

MOSKVIN, V.M., doktor tekha. naviL, prof. ;PODVALI OT, A.M., lnzh.
Iffect of stresses on the corrooloa resistance of concrete. Trudy
HIM no.9:124-142 159 (MIRA 13:3)
Woucrete-Gorrosion) (Strains and stresses)

MOBLVIN. VA.. doktor takhn.nauk; ALZKSgY&7. S.M., kand.takhn.nauk;
ILINOTA, G.D., red.izd-va; BOROVMV, U.K., tekhn.red.
(Instructions for protecting reinforcements of reinforced
concrete construction elements from corrosion] Uk-azanila po
zashchits armatur7 zhalazobetonnykh konstruktaii ot korrozii.
Koek.va. Gos.izd-vo lit-ry po stroit., arkhit. i atroit.ma-
terialam, 1960. 24 p. (141RA 13:6)
1. Akademiya atroital'stva i arkhitektnry SSSR. Inatitut batons
I 2halOzobetona. Perovo. 2. Chlon-korrespondent Akademli stroi-
tal'stva i arkhitaktury WSR (for Hoskvin).
(Reinforcing bars--Corrosion)

PHASE I BOOK EXPIDITATION SOV/ I. j+4,)1
Akademiya stroitellatja iarkhitektury SSSR. Institut betona i zhelezobetona
K-:.r-r-,,ziya zhelezobetona i metodv zashchity (Corrosion of Reinforced Concrete and
Methods of Protection Against It) Moscow, Gosstroyizdat, 1960. 131 p.
Errata Blip inserted. (Series: Its: Trudy, vyp. 15) 5,000 copies printed.
Ed..* VX Hclskvin, CorTesponding Member, Academy of Building and Architecture
USSR, D,.-ctox of Technical Sciences, Professor; Ed. of Publishing House:
M.N. Tech. Ed.: E.M. 911kina.
PUlUkM, T'~iis b,-~,ok is intended for scientific research workers and construction
engineers zo-,~ializirjg in reinforced-concrete structures.
COVERAGE* T~le ct,]-lection of 9 articles deals with corrosion pr3cesses which occur
in zeinfclr-ced concrete and methods of combating them. Increasing the durability
rrf reinf-reed concrete through the use of admixtures of organosilicon compounds
or by i4sing protective coatings with lacquers and enanels is anal:fted. Ways of
avc-ld-ing deformations in reinforced concrete caused by frost are discussed. No
personalitles are mentioned. References follow each article.
Card 1/3

Corrosion of Reinforced Concrete (cont.) SOV/4491
TABIE OF CORMIS %
HO [Dcc+,zr of Technica~. Sciences, Professorl.,and A.M. Padvallnyy
2- ~-n ~-
1
[Engineer]. Methods for Investigation of the Corrosion Processes in Concrete
by !-beans of Specimens Under Tension 3
Pr.)dva1'ny-.y, A.M. Stability of Concrete Under Tension in Aggressive
Bnvirormieants 14
Batrako-v, V.G. [Engineer]. Investigation of the Influence of Admixtures
of Organcs.111con CampoundB Tpon the Durability of Concrete 44
Alekseyev '. 3.N. (Candidate of Technical Sciences). Protection of
Reinforcing Parts A4galnst Corrosion in Cellular Concrete 58
Kc~rnfelld. 1.A. [Engineer], and V.A. Pritula [Engineer). Electro-
CCrT-0131 On '-n Reinforced Concrete 72
Mbehchans'Ay,, N.A. (Doctor of Technical Sciences,, Professor], and
Ye. A. Puchnina [Janior Scientific Worher). Protective Plasterings
and Coatings ftr Layings and Concretes In a Hydrogen Chloride
Environment 80
Card 2/3

Ccri-z,siun :jf Reinforced Concrete (Cont. SOV/44
Kononenkc, A.S. [Engineer]. Increasing the Stability of Silos 95
Piungyanakaya.. M.N. [CawUdate of Technicrtl S(-I.~!ncefl. Protective
Coatings on the Basis of H-ydn-;fobic Materials, Perchlclr..,vinyl and
Ep,--xid.e Lacquers and Enamels 103
--Koikwin.L V.M., and A.M. Podvallnyy. Frost Resistance and the
e-- -
Darability of ReLfforced-Concrete StractiLres 110
AVATJ-ULE: of C~~filp~vess
Card 3/3 JA/dwm/mas
22-6-6o

KOSKVTIT,.--T.M., doktor tekhn.nauk prof.; PODMI NrT, A.H., lnzh.
Frost resistance of streened concrete. Bet. j zhel.-bet. no.2:
58-64 F 160. (xm& u:6)
1. Chlen-korrespondent Akademil strottellstva 1 arkhItektury
SSM (for l4askvin).
(Frost resistant concrete)

*OAVI-//
S/097/60/000/009/x2/Gc6Ax
I.; SV), 12 7 A053/AO29
AUTHORS: V M., Doctor of Technical 3(,-iences, Professor; Ale-kneyev. 3.N.
Candidate of technical Sciences; Batrakov, V.G., Engineer
TITLE; Effect of Certain Organic Admixtures on the Frost Resistance of Con-
crete
PERIODICAL: Beton i zhelezobeton, 1960, No. 9, PP. 389 - 393
TEXTz Kh.M. Leybovich and M.M. Kapkin, Candidates of Technical Sciences at
NlItsement have demonstrated that by introducing the necessary quantity of silico-
organic compounds a marked increase in frost resistance can be obtained (Rpf. 1).
This has been confirmed by the works of M.N. Plungyans,kaya, Candidate of Technical
Sciences, and V.M. Moskvin, Professor (Ref. 2). In *evious works (Ref. 3) it had
been~established that the addition of rk x -94 (GKZ04~) silicoorganic liquid a
product of hydrolysis of the ethyl dichlorosilane amouiting to 0.1% of the weight
of cement increases the frost resistance of concrete 3 - 5 times. The article
describes the results of investigations pertaining to the influence of other well-
-known admixtures, such as sodium abietate (vinsol), and distillation wash from
sulfite alcohol. The experimental investigation took place in the Central Labora-
Card 1/3

3/097/6O/OOO/O09/OC 2/00 8/X X
A053/AO29
Effect of Certain Organic Admixtures on the Frost Resistance of Concrete
tory of Corrosion of the institut betona i zhelezobetona (Institute of Concrete
and Reinforced Concrete). The tests were made with concrete prisms 7 x 7 x 22 cm
made from Portland cement of 400 brand and puzzuolanic cement of 400 brand. Sand
and gravel (5 - 20 mm fractions) were employed as fillers. The article gives the
chemical composition of the cements. The following admixtures were used; a 50%
water emulsion of silicoorgan-tc GKZh-94 liquid, nonsaponified abietic resin in
powder form, sodium abeitute in powder folrm ( CH(3- SNV), sulfite-aleohol dregs a5
liquid concentrate. The admixtures were added to the concrete in the following
quantitiesg GK7-h-94 C.1% (based on 100% emulsion), abletic resin 0.02%. sulfite-
-alcohol dregs 0.2% (based on the dry substa..2e). After the samples had been prcc-
uced and permitted to dry during 28 days, they were sutmerged in baths with ag-
grffislve solutions in which they were kept for 4-8 hours, after which they were
altarnately frozen at -200C and defrosted at +25 - 350C during 8 hours. The de-
6ree of destructi3n of the samples was evaluated by measuring the frequen(Y of the
transversal oscillation of ~he bending of the sample on the 144MK-2 (IWEK-2)
device and by weighing the sample; this permitted to calculate the dynamic module
of Plasticity of the concrete. The durabilJty of the concrete was judged by the
Card 2/3

A053/AO29
Effect of Certain Organic Admixtures on the Frost Resistance of Concrete
number of cycles of freezing and defrosting a concrete sample could stand until
suffering a decrease of 25% in the dynamic module of elastic.~ty or a loss 0t 5%
of the original weight. A number of graphs sl~ows the influence which the above-
-cited organic admixtures have on concrete made from Portland cement and from
puzzuolanic cement. Two comparative tables give the sta-,e of durability of the
two kinds of concrete treated with different organic admixtures; the aspect of
the respective samples having undergone the tests are shown on a photograph. The
s~iperiority of the silicoorganic compound GKZh-94 over the hitherto best-known
admixtures is proved. Thn superior frost resistance obtained with GKZh-94 is main-
ly due to the development of fine-pore structure in the concrete, while the viater-
-repellent effect is only temporary-in the event of -astJng contact of concrete
L
with water. The utilization of M~-94 is recommended particularly for hydrotech-
nioal installations. There are 3 tables, 2 sets of graphs, I photograph and 3
Soviet references.
V*
Card 3/3

YOSHCHANSKIY, N.A.9 doktor tekhn. nauk, Prinimali uchastiye; "OSKVIN,
V,M..,doktor teklm. nauk.9 prof.; AMMSE M, S.N..' kand. tekhn.
--nauk; KAPKIN, MENEM, V.M.3 PODVALINYY, A.M., inzh.i
STRASMIYO, V.P., red.izd-va; MOCHALINA, Z.S., tekhn. red.
[Regulations on the use and protection of reinforced concrete
in shops with corrosive medJ.a]Instruktsiia po primeneniiu i
zashchite zhelezobetons. v tsekhakh s agressivi7rd oredami.
Moskva., GosBtroiizdat, 1961. 29 p. (IMIA 15:8)
1. Akademiya stroitellstva i arkhitektury SSM . Institut be-
tons. i zhelezobetona, Perovo. 2. Chien-korrespondent Akademii
stroitel'stva, i arkldtektury SSSR (for Moshchanskiy).
(Corrosion and anticorrosives)
(Minforced concrete)

Y.WKVINI V.Mo 4oktor tekhnonauk, prof.; PCDVALIRY,, A*M., inzh.
Calm %tion of the functioning of relaorced concrete elemente
under cwrovive Influences whan establishing standards. Bet.1
shale-bet* noo6t246-249 Je 161e. (KERA 14:7)
1. Chlea-korrespon44t Akademit otroitelistva i arkhitektury
SSSR (tor ~bskvin).'
(Reinforced comerete)

-MCSKVIN,-Vj4,., doktor teklui. nauk, prof., MEDVEDEV, V.M., kand. tekhn.
nauk,, KAPKIN ', M.M., kand. tek-hn. nauk. Prinimali uchastlye:
IVAI~IOV, F.M., I-and. t~-.khn. nauk; TSVETKOV, S.',",, , kand. t--khn.
nauk; PAVLOV, VX,, ikzh.; KLINOVA, G.D., red. izd-va;
LICIROVIJEV~ N.K.9 tekbn. red.
(Instructions for increasing the durability of conerete in elements
of marine IWdraulic structures] Instrtxktsiia po po-,rjshenilu dolgo-
vachnosti betona v konstruktsiiakh mort3kikh gidrowkbnicheskikh
sooruzhenii. Moskva, Gos. izd.-vo lit--ry po stroit. arkhit. i
stroit. materialari, 1962. 58 p. ~MIRA 15:5)
1. Akadamlya stroitel'stva i axkhitekt,.-,-v SSSR. Institut betona i
zhelezobetona, Perovo. 2. Chien-korrespondent Akademii stroitel'st-va
i arkhitektAxy SSSR (for Noskvin). 3. TSentralInaya laboratoriya
korrozii Nauchno-AssledovatelInkogo instituta betona i zhelezo-
betons, Akademii stroitellstva i arkhitektury SSV. (for Medvedev,
Kapkin). 4. Mantrillnyy nauchno-issledovatellskiy institut svyazi
Minister0wa transportnogo stroitel'stva SSSR (for Ivanov).
(Hydraulic stracturen) (Concrete construction)

KOSKVIN, Vladimir Hikha~Llovlphl doktor takhn. nauk; ROYAK, Genrikh
~Soom~onovjch, kand. iekhn. nauk; GLEZAIZOVA, I.L., red. izd-
va; MIKHEYEVA, A.A., tekhn. red.
(Concrete corrosion caused by the action of cement alkalis
on the silica in the aggragate]Korroziia betona pri deistvii
shchelochei toementa na kremnezem rapolnitelia. Moskva, Gos-
strolizdat, 1962. 162 p. (MIRA 16:4)
(Concrete-Corrosion)

- MOS-KVINI V2-Mj- PODVALIUYY,, A.M., kand.tekhn.nauk
Study of the procesoes of corrosion in stressed concrete. Izv.
ASiA 4 no.4sl6-25 062. OqM 16:1)
1. Chlen-korrespondent lkademil stroitellstva i arkhitektury
SSSR (for Moskvir%),. (Concrete--Corrosion)

ItOSKVINR V.M., doktor tekhn. nauk,, prof.; LAZAREVICH, I.A., inzh.
Protecting concrete and reinforced concrete structures from
corrosion. Bet. i zhel.-bet. 9 no.10:47&480 0 163.
(MIRA 16:12)

--,

Atom

77

s1

MOSKVIN, V.M.; ALEKSEYEV, S.N.; NOVGCRODSKIY, V.I.
Passivation and the destruction of the passivity of steel reinforce-
ments in concrete. Zaahch. met. I no.5:559-564 S-0 165. (MIRA 18:9)
1. Nauchno-isoledovatellskiy instItut betona i zhelezobetona.

IVANOV, V.7.; MOC-it"JI'll, Ya.G.
Nature of ditstribution c."L the b-' t= ~n-,id2 ir, X,t - z "
and Genczoi~-, sediments of the 3outh,,.--,,Ftern part an~
of the Ahadyy, Lowland. Ne!,-~Egaz. geal, a geofiz.
164 NIRA
.tv, univarsltet im. L,monriso-re,
1. Moskovskiy gosuda-T-stvenw-,

MITSKIY, I. I.. AXSELIHOD, L. S., MOSVIN, YE. M.
Moscow - Streets
Rapid continuoue method of road building in Moscow. Gor. khoz. Moak. 26 no. 6. 19:2.
Monthly List of Russian Accessions, Library of Congress, September. ]R 52. LMCLASSIFI::D.

MOSKVINR Yu.V.; YAKUBOV, I.T.
Franck-Candon factors for the band oystems of a lithium molecule.
Isv,vyipouchabazave; fiza no-4:173-175 161. (MIRA 14:10)
1. ~bskovskiy energaticheakiy institut.
Obl3cules) (Lithium)

7-~'
~ ~--7-
- -- ~ 7---
- ~ I-- -, For

MOSKVINP YU.V. (Mbskva); CHESNOKOV.4, N,N. (lb.,kva)
Spectroscopic study of an argon flow as it leaves the nozzle
of a plasmatron. Teplofiz. vys. temp. 3 no.3:370-375 IAV-Je '65.
(MM 18:8)

L 11940-66
art
025
Cl"

1,110SVINIA I A-A Kql "I
P-croelementlary S 4rE 7ass `=-matogra~'r- '--ter'-,
of carbon, hydrogen, ana nf~roZen in or~-anic ".r.
anal. 19 no.6:WQ-753 164.
1. GosudarstVenn7l~r instit!;t priklarinoy ~:himfi

SOVI 49-58-11-12/18
AUTHORS:Moakvina, A. G. and ShebalJ-n,. N. V.
TITLE: Seismograph Frequency Characteristics cf Pulkovo (Chastotny-
ye kharakteristiki seysmografov stantsii "Pulkovo")
FERIODICAL: Izvestiya Akademii Nauk SSSR, Seriya Geofizicheskaya,
1958, Nr 11, pp 1389-1393 (USSR)
A.BSTRACT: The seismic station "Pulkovo" received in 1951 a new
seismograph of the Kirnos-type to replace the old one of
Galitzin-type, Both apparatus operated for several years
simultaneously, It was observed that a constant interfer-
ence with the periods of 0.2-1.0 see occurred on both
seismographs. Therefore, when a reconstruction of the
building took place in 1956 a series of experiments was
made in order o find the best position for frequency
characteristics, The spectrum of interference was obtained
from 0.1 to 10 see by means of the oscillographs VEGIK (Ref.
1) and OSB-1 (Ref.2) with the galvanometers GB-11I and
GB-IV. The most frequent characteristics obtained are
shown in Table 1. An example of the spectral curve of
Card 1/3

SOV/ 49 -58- 1.1--12/18
Seismograph Frequency Cha-racteristizs of i-lalkovo
N-Z is represented in Fig.l., It can be seen that the
minimum of the interference is found at the point of I sec,
as represented in Fig,,2, wnich is the i3pectrum of the
horizontal components for 12 separate i3tations. A seismo-
graph can be considered as true if the amplitude of dis-
turbance is not greater-Ahan 0,2 mm. for the periods less
than 2 see and 0,5 to 0,7 mm for those of 5 sec A graph
based on this assumption is shown in Fig,3, representing
the curves of permissible magnificatioa, V and fre-
quency characteristics of seismographs of Pulkovo., The
analysis of the graph demonstrates that a broad band of
charracteristi~~s cannot give gcod results in the range of
C3
eriods 0,2-0_8 sec and 3-7 sec- These characteristics
gnified about 1500 times) fall far above the curve of
M
permissible magnification. Therefore, to improve the
value of recording the earthquakes selected characteris-
tics should be used These were found by means of 4
pendulums. Their parameters related to the frequenc7
characteristics (Fig.3) are shown in Table 2., As it can
be seen from the table, the maximum magnification V M of
each characteristic does not differ much from the mean
Card 213

SCV1 49-58-11-12/18
Seismograph Frequency Chaxacte-rlstir2 of Pulkovo
magnification which shows freedom from resonance As a
result, an improvement was obtained in registration of
various seismic waves, with the better determination of
the original phase '
better disti-riction (Fig,5) and
better registration of s~;-rface waves of weak earthquakes
(Fig,6), It could be said that registration was greatly
improved, there was more exact inter-retation and a
greater number of the earthquakes wa~~ re~~orded There are
2 tables. 6 figu:-es and 3 6oviet. refereLices,
ASSOCIATION-. Akademiya nauk SSSR, Institut fiziki Zemli (Academy of
Sciences, USSR ln3titute of Physlize of the Earth)
SUBMITTED: June I],, 191"T
Card 3/3

87971
s/o4g/60/000/010/007/014
9133/E414
AUTHORS: skv-ina- A.G.., and Shebalin, N.V.
TITLE: The Use of a Seismograph With Two Galvanometers for
Tracing Earthquakes at Two Levels of Sensitivity
PERIODICAL: Izvestiya Akademii nauk SSSR, Seriya geofizicheakaya,
1960, No.10, PP-1474-1478 + I Plate
TEXT: Several seismic stations have seismographs which alter theiv
sensitivity at a given amplitude so that cscillations do not go
off-scale (Ref.1 to 4). There are two main drawbacks to this:.,
(1) mechanical failure is possible in the switching device;
(2) distortion of the trace always occurs during switching.
Since alterations in sensitivity usually take place scveral times
in the course of a single trace, much wastage therefore occurs.
It is suggested that, instead, two channels should be used, one
with a magnification ten times smaller than the other. The
present authorn.give a typical circuit including an additional
galvanometer (Fig.3). They also give the phase and frequency
Card 1/ 2

87971
S/049/60/000/010/007/014
E133/E414
The Use of a Seismograph With Two Galvanometers for Tracing
Earthquakes at Two Levels of Sensitivity
characteristics of a seismograph with two galvanometers. A table
is given of the calculated instrumental constants for the two
channels. The circuit considered in this article actually has a
second galvanometer which switches in automatically for
seismograph amplitudes greater than five mIllimetres. Both the
galvanometers record on the same strip. There are 4 figures,
1 table and 5 Soviet references.
ASSOCIATION: Akademiya nauk SSSR Institut fiziki Zemli (Academy
of Sciences U~'~R Institute of Physicsof the Earth)
Rf
SUBMITTED: February 25, 1960
Rgj
Card 2/2

25464
Z/023/61/000/003/002/005
3-/300 D006/D102
AUTHORS: Mos-kvina, A. G., and Shebalin, N. V.
TITLE: A study of seismic noise and calculation of the optimum
seismograph constants
PERIODICAL: Studia geophysica et geodaetica, no. 3, 1961, 227-230
TEXT: The seismic-noise level in the period range from 0.1 to 5-7
sec was measured at more than 30 seismographic stations in the USSR
to find a suitable method of determining the optimum seismograph
constants. The meadurements were made with portable pendulum seismo.-
graphs consisting of a small penklum. (WEGIK system, reduced length
10=0.1 m; inertial moment K1=10- kg'm2; period variable from 0.5 to
4 sec; damping variable up to critical) and a POB-14, or a modified
OSB-1 oscillo raph (the latter designed by Borisevich) with a GB-III
galvanometer ~period 0.05 or 0.2 see, overdamped). The magnification
of this system was about 10,000 - 20,000, stable for periods up to
2-3 sec. The seismic-noise curves obtained are characterized by one
or two maxima in the period range of 0.1 - 0.6 sec, one sharp minimi4a
Card 1

25464
Z/023/61/000/003/002/005
A study of seismic noise ... D006/Dl02
in the period range of 0.6 - 2.0 sec, and one or two high maxima in
the period range of 2 - 8 see. Two maxima in the latter range were
mostly found at stations located near a continental water body. The
measurements have shown that the magnification curve having a
maximum in the period range of about 1 see is the one most suitable
for high-sensitivity seismographs. It is, however, recommended that
the optimum magnification curve be calculated for each specific case,
In calculating this curve, the most essential factors are the depen-
dence of the seismic-noise amplitude on the period, and the require-
ment that the curve amplitude on the tape must not exceed a definite
limit. Paying due attention to these factors, a magnification curve
can be selected which meets the requirements of the seismograph
theory and yields the largest magnification on the tape for a given
noise level. From five characteristic points on this curve (one on
the left leg, ont-, on the right leg, and three near the top), all the
basic seismogr&.ph constants can be calculated with sufficient accuracy.
There are 4 figures and 4 Soviet-bloc references. (Technical Editor:
V. Toby65.
Card 2/3

t
-, t~-'
Z/023/61/000/003/002/00-
A study of seismic noise ... D006/DI02
ASSOCIATION: Institute of the Physics of the Earth, Acad. Sci..
USSR, Moscow.
SUBMITTED: December 7, 1960
Card 3/3

SIC 19/61/000/0 2 9/0' 7 '0
DO,-, 9/D'- 12
AUTHORS: Kirnos, D.P.; Moskvina, A.G.*, Shebalin, N.V.
TITLE: On the selection oi rational methods of determining the
constants of elEctrodynamic seismographs
SOURCE: Akademiya nauk SSSR. Institut fiziki Zemli. Trudy, no. 19
Moscow, 1961,Seysmicheskiye ptibory, 91-112
TEXT: Rational methods of determininj> the constants Tj,T2, Dl, D9, W
and V of the pendulum-galvanometer sy:3tem of an electromagnetic seismograph
are proposed. These constants entirely d3termine the form of the frequen-y
and phase response and are accepted at Soviet seismic stations as th,_-~ basi
constants of seismographs. The periol of free oscillations of the galvano-
meter T2 can be determined by a seconds timer with an error of -tot more than
1%, when- the oscillation periods of the frame of the galvanometer are shoit
it is recommended to determine T2 by recording the free oscillations of the
frame on hotographio paper. The pendulum period T, was found for the COK
(SVK), '16 (V,9Kh) and &Y11K (VEGI.K) seismographs. The measurement of
Card 1/4

3161 61/000/019/015/Ci?
On the selection ... D039YD112
T1 should be done at C,2 / 0.1 and at P'< 10-3. Since dire,-t visual
determination of Ti at ffl,