SCIENTIFIC ABSTRACT KHAYUTIN, V.M. - KHAZAN, T.B.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000721920016-3
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: September 17, 2001
• Sequence Number: 16
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT

XIIAYUTIN* V.M.
~~IAYIITIN
146thod ofj 'Al -TI
Ho co ng-- in j~ignsla', '-,udy Tnet.norm.1 patefisio 4F
pa
9
7:105.7-107 164. (MIRA 18s6)
3 tori
.Latiora yd biatiziki-so-rdechno-soaudistol sistem (26v.
3
(3oktc,r mod.nouk V.M.Khayutin) Instituta normallnay i patologi-
'I
cheskoy fiziologii AIV SSSR,

,Yy-Ao-Yei-I-MICHANI-p~--A~-VFF,DIgt,-L.; KI IN, V. M.
n, ectroph7siological analysis of the fomation of vasomotor
reflextma. Trudy Instno,-m,i pat.fiziol. ON SSSR 7:51-52
165. (MIRA 18:6)
1. laboratorlys V,)fiziki skardochno-sosudistoy siatemy (zav.
doktor medennuk V*M,*Kbayutin) Inatituta normallnoy i
pt-ologicheskoy fiziologii AMN SSSR.
~,v
4 "e-
01 R

- . DIKIYv D.P.; KHMTIN Yu,D, -
- ~-- -`- -4~- ~
I Continuoue control of the concentration of homogenized
tomato pulp, IZv, Tys. uchab. sav.; pishch. tekh. no.6:
136-138 063. (19M 17:3)
1. Od&Bakiy tekhpologichaskiy institut pishchavoy i
kholodillnoy proWahlonnosti, kafedra avtomatiki.

"---MYLFTINP YUOG*; inzh.
Study of the injection of cement-sand mortars into coarse
aggregate. Gidr.gtroi, 32 w.*7;20-22 13. 162. OMU 155 -7)
(Concrete construction)

SOVALOV, Iona GrigorlyeVich, karLd. tekhn. nauk; KILUUTIV,
Yujiy Germanovich; ANTU40VA, N.N.p ini_h._,-r-n.--
[Methodu of activating cement and the effect of activa-
tion on the properties of cement] Met~v alrtlvizatui.'
tsementov i vlUanie aktivizateli na avoistra betonov.
Moskva, 1963. 39 p. (14IRA .17:5)
1. Akademlya stroitellstva i arkhitektury SSSR. Vauchno-
i,ssledovatellskly institut orgaiiizatsii, r--ekhqnizatsli i
/tekhnicheak-,y pomoshchi stroitellstvu. 2. Rukovoditall
laboratorii tekbnologli opalubochnykh, amnaturnykh beton-
nykh i zhelezobetonnykh rabot, uborno-monolitrrjkh kon.-
struktsiy Naucbno-lasledovatellskogo Instituta organizatsi-J,
mekhanizattaii i tekhnicheakoy pomosh--hi stroitellstvu Aka-
demi.l. stroitellstva i arkh1taktury-aSSR (for Sovalov).
3. Glavnyy tekhnalog. lah=atarii takhimlogii. Opalubochwjkh
~~-iasturrq"._betomykh I zhelezobetonrykh-rabot, abcLrna- -
monolitr7kh kon*struktsiy Nauchno-issledowntollckopo Jnnti-
tut.a orgarizu0ii, mekhani7l4tsii i '~ekhnicheskr-r TjoMOS~CLd
streitellstivu Akademli stroitellstva i. arkhitegrary SSSR
(for Khayutin).

BOGATSKIYI V.V.., Otv, red.j.IGORIKIYv YU.I.0, red.; DOBRo
M.N.p red.-;-KOROFETSi-l-.P-.jF-recl-.- VOLISKIY
Ye.j.# red. red.;
FAYNInGy F,S red.; KIIAZAGAROV
xed.; SHESTAKOVP Yu.G.p-r-ed.-; LIFSHITS, L.9 red.
NeOlOgY and geochepistry-Of -the lirifneral -resources of
Kxasnoyarsk Territoryl Geologiia ,eokhimiia poleznykh
i
iskopaen7kh Krasnoiarskogo kraia; sbornik statei. Krasno-
iarsk, Krasnoiarskoe knizhnoo izd-vo, 1964. _197 P.
1. Krasnoyarskaya kompleksnaya ekspeditniya. (1-11IRA 18:9)

--U-.-
R.
"The chemical COMPosi tions Of hay from the Seleriga River Floodland, n Trudy Buryat-Koneol.
zoovet. in-ta, IsFus 4, 1948, P. 10&15
SO: U-3850, 16 June 53, (Latopis IZhurnal Inykh StRtr-y, No. 5, 1949).

Y77AZAGW~7101A, 0-
0. li. "The chcr~ical cor!WCsit-101-, c1 h' Y
01-t
l,ank lic Ch.*-~ aya
TruC,- ?uryal.-7.,nc,.ol. opyt, stantsil. po z'r. 1 v0 I, re-," C21
C;
(Letopis, zlhl,r~~al ryl--h t-c--tuy, o.
So. 7T-11 1, 1' I~Cp
'""moo"
Of ninoralization q
okh.nodr 23 no. ;re
tamovg'~ova rudoupmv! nri yn .

now r!j-- . , ,, -_ - ;& : -* . . .. .. --
rt I , , . . 0 .. .
1:_.. ~ .
ACC NR 2'F"-
AP61)24hi7
SOURCE C01)':
AVT11oR: Kus URI
0362/66/oo2/007/0714/d-i2o
~az K. p.
OR
Xr none
TITLE:
Measurements
absorption 0. band and Of the brightness Of the eartb or
SOURCE. e as a Planet
in the 1.25-, trt-,n9parency window ill the water-vap
To AN SSSR' Izv st'Ya- Fizika atmosfery I OkOana, v. 21 no. 7, 1966, 71h-720
Ic TAGS: earth brightness,
wl
A-ep- 3
d
Water vapor, absorption
ow TMP;r infra d band,
[
C_Zc-~ '_~' a. pareley
,~a~ ' emis ion tran,
A
ABSTRACT: The results
on the basis of which of measurements of the brightness Of the eart~~;/"'l
I
the mass of water 'Vapor are discussed
A
3 determined. Measurements were made - /the ~,timosphere above the c
A. M- VYSOtnqya OPticheskaya stantlya er-level
r
with the\ -loud cover
sputniki Zemij
. v 631 dlya is5ledovan-j-v_-a_-'--n_-7L-O kI
~t_'1_`cs_11_8s It By tt I
earth, YP- 15, 19 2Z
e
.iorn [Kas t n
surface from "'hose PhOtOMeter makes Ya atmoofery Sb. Iskuss.v.
gr
graphicall. one horizon to the Other. The y C'; the
V, Indicate a clear cOrresponde Possible the'Photonjetr
Window Of transparency and the ab results Of measurements, shown
nce betweer the data obtained from the
experimental data. A sorption band, as well as between theoretical lind i
significant decrease In brightness
C.r~
Card nqar the terminator ontj
51. QM
L; an~~'6 - - - ----------
Ap6o;?4427
illuminated by the
increase in the direction of the hori70n sun are noted. A gradual
decline in brightness is observed In UrtmiAtion sector between the horizon and space.
The results of the experiment are not considered -atisfactory however, insomuch as
the instrument was not graduated to record water-vapor content. No corrections were
made for prnssure and temperature in the spectral region which the light filter
passed, Nonetheless, the measurerients are viewed as an indication of the possibil-
ities of practical solution of one of the reverse problems of satellite meteorpl2a./
Orig. art. hast 4 figures end 6 formulas.
SUB COM Oh/ SURM DATE: l2Aug65/ ORIG REF: 006/ C)TH REF: '005/ ATD PRESS:
0 .3
Card 2/2'

KRAZAK, M.B.; LYUKSHIIM, V.V.
Device for determining the friction mcoant in escapemant axle
bearings. Sbor.st.LITMO no-47:50-55 159. (MBU 16:10)

Tg
gore
kill rf-da K.~ jr no
gONO)"'I
p~--rY'?h Ttashir.
a

Ir I V.I., inzh.
EJ'ficiency of decreasing dynamic loads in unLts c)f
bUcket excavators b'y means of introducing shock absorbers.
1,5v. vys. ucheb. zav.; Cor. zhur. 8 no.1:73-78 1651.
1 . Le n i ng .3%iy ordertu L~nin-i 1 orj4-lr~a '-'rL;d(-,vf;-o YJ ,rlogO A.Xl!'i~-~ni
grad,
C:)i,nyy institut imen! G.V. FLPM--anovn.
n.1kh mashin.

SOVI'124-58-7-7985
Tran. lation from: Referativnyy zhurnal, Mekhanika, 1958, Nr 7, p 98 (USSR)
AUTHOR: Khazallya,
T I T L E: Plastic-limit Analysis of Shallow Spherical Shells (Raschet
pologikh sfericheskikh obolochek po predellnomu sostoyaniyu)
PERIODICAL: Soobsch. AN GruzSSR, 1956, Vol 17, Nr 9, pp 815-822
ABSTRAC'r: A kinematically possible displacement field is used to make
a conservative estimate of the bearing capacity of a shallow
spherical shell subjected to a uniformly distributed load.
G.S. Shapiro
1. Spherical shells--Plasticity 2. Spherical shells--Looad
distribution 3. Plasticity--Analysis
d
Card 1/1

ElfAZAI,IYA, G. I., Cand Tech Soi -- (di3s) "Study of Spherical
Roinforued Concrete Casings Beyond the Linits of E-1asticity with
Determination of Their Su-oporting Capacity." Tbilisi, Publication
of' Acad Sci Georgian SSR, 1957- 111 pp with drawings (11in. of 111g%er
Education USSR, Order of Labor Rod Banner Georgian Polytechnic
Inst in S. M. IUrov), 100 copies (n, 49-57, 113)
- 42 -

4 /4 1 Y 6". J. r-
124-11-13178
Translation from: Referativnyy Zhurnal, Mekhanika, 1957, Nr. 11, p. 131 (USSF;
AUTHOR: Khazaliya, G. I.
T IT LE: To the Problem of the Empirico-Theoretical Establishment of a Failure
Pattern of Spherical Tapered Shells. (K voprosu ustanovleniya eksperi-
mental' no-teoreticheskim putem skhemy razrusheniya sfericheskikh
pologikh obolochek)
PERIODICAL: Soobshch. A. N. GruzSSR, 1957, Vol 18, Nr 1, p0.--75-82
ABSTRACT: Experimental investigations have been conducted to determine the
initial character of the stress distribution, establish the deflections,
ard clarify the actual carrying ability of shells and the reasons for
t~-eir failure. The failure patterns of shells are also determined ex-
perimentally.
The applicability of the calculation methods earlier submitted by the
Aathor is tested experimentally on plaster -of -Paris shells. %Similar
tests explole the applicability of an approximate elastic-plastic
calciiiation method for plates on an elastic base to the calculation of
.;hells.
Card 1/1 (L. A, Movsisyan)
ZtP!u3ASRYILI, I.I.; SHaALITA, G.I.- GOGNIASHVILI, G.T.
Determining the maximal widtin of the working arna In a
mine face. Soob.AM Gruz.SSR 23 no.3:313-318 S '59.
(HIRA 13:3)
1. kV GruzSSR,Inetitut gornago del&, Tbilisi. Predetavlano
chlenom-korrespondenton Akfidemil 1F.I.Tavadzee
(Xining engineering)

DesIgning flexible timbering of concrete blocks. Soob. AN Gruz~
SSR 24 no- 1:65-71 Ja 160. (114IRA 14:5)
1. Akademi)a nauk Gruzinskoy SSR, Institut gornogo delas Tbilisi.
Predstavleno chlenom-korrespondentom Akademii O.D. Oniashvili.
(Mine timbering)

KHAZIL'IYA, G.I.
~-, I.
Approximate calculation of large-aperture shells. Soob. AN Gruz.
SSR 27 no.lt49-56 Jl 161. (MIRA 16:8)
1. AN GruzSSR, Institut stroitellnogo dela. Predstavleno
chlenom-korrespondentom AN GruzSSR O.D.Onlashvili.
(Elastic plates and shells)

L 31488-66
_X_C_CN1i~_4_P6023195 SOURCE CODE: UR/0243/66/000/001/0017/0024
AUTHOR: Jukfyanov, Ye. Kj; Khazan, A. D.
G: All-Union Set entific-
Oil MsMute of Medical Instruments anqXqt n
Moscow--CvFei-oj~~Znyy nauchno-isaledotatel skiy institu~-~aiE~fy-~s-ia~~'instmmentov i
oborudovaniya)-_
TITLE: Functional and structizal characteristics of transducers-of diagnostic- 40 -
apparatuses a
SOURCE: Meditsir~ -'caya promyshlermost I SSSR, no. 1, 1966t 17-24
:-TOPIC TAGS: diagn~ostic-instrument,-information processing,-biometries, electronic
component
tB~TRACT- The functional characteristics of trans ucer% which form the link
it orma tort received from the
oUroon the receiving and processing systems of IT
organism are discussed. The functions of the transducer in a diagnostic
apparatus aro to determine 1) the values or onorgy output of the organism;
12 the ener&y values of sources of energy introducad into the organism; 3)
the paruioters which characterize the passive physical properties of the
.structura of the organism; 4) the parameters characterizing the active bioloGical:
proporticis of the organism. The design of the transducers and methods of energy
transformations are described. In discussing the characteristics of the trangw
ducors tho author concludes that in diaGnostio apparatuses used for obtaining
,primary information from the organism, they have modicobiological and
,enginooring characteristics and are metrologically specifiu; that at the same
,time they have characteristics which are common to generally used convertorej
and are built on the same principles-, their operation is based on the same.
ftsicot6ch,~',al *'i les. Orig. art ha2: OkIfigures. (JPRS) '
COW4! 0., 09pryt 59BM DATE: 14Aug65 G Z,% r j m . L'i L tvv

KWAN, A.D.
.--
Basic regmlaritiso in the contruction of Indicavors of volumetric
blood flow veloolty. Ked.prom. 14 no.3.&16-28 Mr 160.
(NMA 13:6)
(MBDICAL IRSTRUMTS AND APPAMUS)

a m I dtl
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1
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1r~.,dlkov-kayu. MrIallurg, 11. No. 1, Pi x%, jii~ 7 ~.
i'med "MIS. 'A' 1,14. Cr 4, V11 I'mil Ifi-I. '14.*.C;
4%411;c1. UtItl (.-.I lim-fil-
AM vul I lite pff7wr I irq. lie I'kile, the Alit. I-i'll. I-Itv1
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so 11111,111ty gvf the ~41'1 ~411. ,I high I II'-t ~"IIIK % .11110
In Osis r"Invi. 0.211'~ lie IsA-2 Mat,r V,17,vt illan I-, V.
i.,;trvl ctmig. 0.2 4).4", It(- lia, 1-tacticultv tht- ame harql. 4*0
thmi It I ws a I r ... III ternp. R-Ihm,;"n
v
coo
of too
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m(f 01MI419 H- "t arec"o"
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4epend an I am. Ag *11hpte to
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ictup'st thec"tecol tho opherv Isotwirved with a the"no-
voliple and fcorded solomt"ly. V-sarretfil.tobe
le" lbdo 15%. Fillits, Wilk H.0 dullar4l thAl IN)l WAlff
gives t"Alor fairs Infevine,11wtv 1-tv~t-ll 11mmor alvell fly - 00
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clot,
metritik those of oil. Temp. Oil. tiaw and Ile rt.
(Clop, curws st wairkwo iftwidiLng -toil If temps, are jciv~ce
Icir 11,0, glycerol, flail tailits. Shriml, and bw ounflowri
Cynts Fet'liliall
ad find kJoAl flischille vils.
'jog
go,
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Of tAl
LITIFIAT IM CLASIlFiCATPOk f I
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it: ~T _u A;1 I
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oio 0 90 floe 00 0
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0, 0 a 411 0 (000-90 0 go ss
~q 000 00 00 a

WIN. Tsvg*aiv Tof Imovich; A.M., kandidat takhaichookikh nauk;
VASILIYM, T.P., red L.Y.. tekhnicheskly redaktar.
(Microncopic imalysis of metals; a practical manual] Mikreekopicheak"
iseledevanie u4tallsv; praktichaskoo rukeradetvo. Izd.2-oo. parer. i
dop. Moskva, 09m.nauchns-takhaichark-oo isd-ve cashisestreitellnoi, lit-
-ry, 1955-259 PO 9:4)
(Notallography)

SOV/137-58-7-15807
Trans I -ti on from: Referativnyyzhurnal, Metal I urgiya, 1958, Nr 7, p 273 (USSR)
AUTHORS: Khazan, A. N Shkatova, A.M.
T IT LE: Effect of the Temperature of Aging (Annealing) on the Mechanical
Properties of Nonmagnetic Tire Steel [ Vliyaniye temperatury
stareni.ya (otpuska) na mekhanicheskiye svoystva nemagnitnoy
bandazhnoy stalil
PERIODICAL,: Elektrosila, Nr 15, 1957, pp 63-66
ABSTRACT: The character of the variation of mechanical properties
0-b - o-s , ~ , and 65 ) o~ tempered nonnnagnetic aus-
tenite St EI-503 steel, containing (in $o): G 0. 74, Ivin 8. 85,
Ni 7. 70, Gr 3. ZO, and W 0. 85 at various stages of cold working
by stretching (15, Z3 and 300/o), followed by 20 hours of aging
(annealing) at 300 _70;0C.. Tbe results obtained were compared
with'the data for high-strength pearlite St OKhNZM- Steel,
quenched and annealed at various temperatures, u.5ed for
"magnetic" tires. It is noted that the most characteristic dis-
tincti%re trait of cold-worked St E1-503 steel is the simultaneous
Card 112 decreaE;e in it of (rE; 65 and _q)_ at a Iiigh-aging

SOV/137-58-7-15807
Effect of the Temperature of Aging (cont. )
temperature (600-7000). The mechanism of aging of coIL'. forged St EI-503 steel
is explained. Cases of overheating during the fitting on an.1 the removal of
tire rings causing i~rreparable damage are examined. The advisability of 'n-
creasing the aging temperature from 440-4500 to 480-5000 for the same length
of time (8 hours) is determined. The possibility of reliable utilization of the
distinct properties of,St EI-503 steel at a high aging temperature is indicated
in the investigation of wrecked tire rings made of this steel as an objective
criterion of the permissibility of local overheating of the rings up to >5000
during their fitting or removal,
1. Steel--Properties 2. Steel--Heat treatment P. V.
Card 2/?-

137-58-6-13453
T,ranslation from: Refer ativnyy zhurnal, Me tallurgiya, 1958, Nr 6. p 330 (USSR)
AUTHORS: Khazan A. N. Arkhangel'skaya, O.S.
TITLE: The Relationship Between the Elastic Limit and Ultimate Tensile
Strength of Alloyed Steel Employed in Turbogenerztors (0
sootno~henii velichin predela tekuchesti i predela prochnosti v
Iegirovannoy stali, primenyayemoy v turbogeneratorakh)
PERIODICAL: Elektrosila, 1957, Nr 15, pp 69-74
ABSTRACT: By employ 'ing statistical methods for processing of results of
experiments performed at the "Elektrosila" plant, as well as in
a number of other plants, the metals laboratory of the "Elekros-
ila" derived certain relationships between thecrs and ~b values
of two basic groups of forgings employed in construction of
turbogenerators: forgings made of OKhN3M steel (rotors, ven-
tilator and centering rings, etc. ), and forgings made of non-
magnetic EI-503 sLeel (binding rings). The results of 400 ex-
periments dealing with forgings of the first group were iprocesse:4
and it was established that the magnitude of the qS / q ratio
was never less than 0. 7 and that it inzreased with increasing
Card 1/3 values of LTS, In the course of the research, the 0-swas expressed

137-58-6-13453
The Relationship Between the Elastic Limit (cont.
as a function of AJ O'b , and Cb- as an inverse function of by means,
of the following Wo equationst. 1) 17, - Z 31. 8 C' , / C6' - I 18. 2; and
2) (n / Cb xl.03=3A9Cr, +562.4. 0-.. the basis of these equations,
corrections on specifications for 0b- of centering rings, ventilator hubs, etc.
were-introduced in the interdepartmental TUIAOP 16-54 and OPTU 83-34
specifications. , The resuAs of-805 tests performed on specimens taken from----
biad.ing rings (forgings of the ind-group) were proces -sed-statistic-&11~. -The
ring specimens, made of EI-503 ste -el-containtht-O~-6-0. 70/o C, 7. 5-9.40/o m1n,
7. 0 3.0 -r- 0.
5 - 9. 0 ~o 14i, -74 -)P/o-C I ands 5- 1. 00/o W, were tested by the method of
-------w-arm-harde-n1-ng-(a combination of hardening with hot mechanical working
conducted partially at temperatures near the threshold of recrystallization)
The statistical results were representcd by,zlicans of graphs-- showing the ex.
pressions as"I CYb and -66--- CS- - as functions of ;:~!, . On the basis of
these graphs-the following deductions were made: 1. The relationships be-
tween the values of a. and (7b change abruptly, as the 'level of the,ultimate
tensile strength is varied. Z. In the case of OKhN3M steel and hardened
EI-503 steel the reNtionship of (7, and Ob is influenced very litt~le by the'
structure of the steel. or by the degree of alloying. However, in case of struc-
tural carbon steels wad EI-503 steel, which had not -beer. hardenedl -the.values
of the Ts Tb ratio decrease to 0. 5 or lower. 3. The widely accepted
Card 2/3

mwdejs oi-
windjrjj7
ro+~Oj.
3'- llc)-9:14-17 s

7-66 EWT(m)/1-'WP(t)/EWP(b) I.TP(c) .7r)/'XVI/JG
ACC NR,--7XP5025'796' SOURCE CODC: UR/0363/65/001./00'9/1502/15ii'I
AUTHOR: Zelikman, A. N.; Dmitr~ysv-,'-Yu- -M.; Khazan. A. Z.
ORG: Institute of,,Steels and Alloys (Institut stali i splavov)
TITLE: Kinetics and mechanism of sublimation of.iungsten dioxydichlo-
ride 11
SOURCE: AN SSSR. 3:zvestiya, Heorganicheskiye materialy. v. 1, no. 9,
1965, 1582-1587
TOPIC TAGS: tungsten compound, nublimation
ABSTRACT: The kinetics of sublimation of W02C12 were studied at 350-
-5000C by continuous we hing in a strean. of argon. It was shown that
the sublimation neists of two consecutive stages: decomposi-
f O,Cj~_Jprocess 0
tion o n the solid phase with the formation Of W03 and WOC14
and secondary react;Lon Of WOC14 with W03 to form gaseous W02C12- ror
this reason, the sublimates contain a minture Of WOC14 and W02C12 in
various proportions and the residue Consists Of W03. The sublimation
rate is determined by the decdmposition Of solid W02C12 which is a sec-,
ond-order topochemical reaction. The apparent activation en(krgy Js
UDC: 546*78692211131
Card 1/2

-Ulr3-2~7-66
ACC NR# APS025796
equal to 12.0 kcal/mols. In the 350-SOOOC range the maximum degree of
sublimation is 05%. At 450-5000C, the sublimation rate is sufficiently~
high to be used for practical applications. Orig. art. has: 7 figures,
1 table, 6 formulais,
SUB CCDE: 071 SURM DAM 3OMar65/ ORIG REF: 009/ OTH REFI. 000

7,91,IKMANO AA..~ DMITRIYEV. Yu.M.; MAZAN, A.Z.
Kinetics nnd mao~anllsm of subllination of tungil' in dioxychloride,
ij
Izv. AN SSIR. Nourg. mat. I no.9:1582-1587 Sj 165.
(MM.k 18ill)

KMA140 B.M. ~tDnepropetrovsk)
Organizing a physics evening. Fiz.v shkole 21 no.3:83 Itr-je
161. (MMA 14:8)
.(Phyaica-Study and teaching)

7 . -- I D J~
~qg z // A , , ,
SARANTSMY, Petr loeontlyerich; UZ -inzhener, red.; ROBROVA, Te.l.,
tekhn.red, %*wow,
[The geography of transportation lines] Geografiia putei soobeheheniia.
Roukva, Gos.transp.xheI-dor.izd-vo, 195?. 255 P. (MIRA 10:12)
(Transportation) (Geography, Economic)

NAUKOV, Sergey Savvich; SERENKO, A.S., otv.red. (deceased]- MIAZAN G.A..
otv,red.; SINTAVSKAYA, Ye.K., red.ixd-va; ANDREYET, S.
(Improvement of sanitary -onditions at work. and safety engineering
in the by-product coke industry] Osdorovienie uslovii truda i
tekhnika bezopasnosti v kokookhimicheskom proigvodetve. lharlkov,
Goo,nauchno-tekhnolsd-vo lit-r7 po chernoi i tavetnoi metallnrgil,
1959. 359 P. (MIRA 12:4)
(Coke industry--Safety measures)

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MAZA , G.L., kwAidat wditainskikh nauk; EUTMV, T.N., hudidat
Im'%ingkibek ngwk-, XNIZMFYAKCVAO L.K., landIdat meditsinsk1kh
nauk; OSIROTMTA, I.S., bRMIdat w41tsinskikh vAuk.
ImprovIng lndtstrl~l manI&MIO'n im bYgtM Cond.tttdht At th*
ZaWvb-Puran sizes, Gor. zhui~-.i**'1007-58. 0 156. (UU 9tl2)--'
1. UkralmAkIf Institut g1glyeny truda, i profza'boloyaniy.
Narch P'Ininsulo'-Kine sanitation)

H.U.; P.6TROVSKIT. V.S. (Kharlkov)
~,
Some problems of Industrial hyglene relating to the use of high-
re-querxey- currents. -Gig.- truda-i-prof -i--xab. -2-no.1.9-16-Jaa -158*
(14IRA 11:3)
1. Ukrainskiy institut giglyeny truda, i proftabolevaniy
(XLW,TROKAGHff ISM-PHYSIOLOGICK, ZMCT)

SOV/137- 58-12-25531
Translation from. Referativnyy zhurnal. Metallurgiya, jq58, Nr 12, p .104 (USSR)
AUTHORS': Serenko.- A. S. , Stanislavskiy, Ya. Mtazalj-ci--~.
hizhnyakova, N,-,O9etinakxy---T-Gi-j Protsenko G.-A.-I-Bara-nenko,-
A Marcbenko, N. J. , XotsyubenRo, V, K. , Nesti-tigina, Z. F. ,
Nerube.nko, A. B. , Pykhtina, 0. N. , Krylov-~, Ye. V, , Kocl,kina, V. N.
TITLE: Sanitary-hygienic Working Conditions and Dist,,nctive Characteristics of
the Development of Pneumoconiasis Among the Workers at Iron.-ore
Sintering Plantq (Sanitarno-gigiyenicheskive tislov,y-~ trud'i i osoben-
nosti razvitiya pnevmokonioza u rabotavushchikh na aglomeratsiontivkh
fabrikakh zheleznoy rudy)
PERIODICAL: Gigiyena truda. i prof, zabolevaniya, 1958, Nr 2, pp 17-20
ABSTRACT: As a. result of inspection of working conditions and the state of health
of workers at three sintering plants the following facts were reve-aled-.
1) The production of the agglomerate is accompanied by high dustiness
of the air at a number of work locati.ons; the action of dust (*containing
SiO2) may be combined with the effect of radiant heat and The elevated
temperature of the air in shops; 2) initial symptoms of pneurnoconicsiF.
Card 1/2 (suspected silicosis and silicosis 1) were fotind among sinterers working

SOV/137- 58-12-25531
Sanitary- hygienic Working Conditions and Distinctive Characteristics of the Develop-
lyient of Pneumoconiosis Among the Workers at Iron-ore Sintering Plants
in a special shop after 5 years of work-, cases of pneurnoconiosis were apparent in
all professional groups of workers with 10 - I v ars~ t.
_20--c- - -s c r 7-ic
among -womer. -work 1-ng on-flCer-et-urn cyci and) also, aniong the sinterers.
Ye, L.
i IV fm . ~i C, m'v 'V ~i'vu "4 V, L T, r
Card 2/2

6 g: evol
MA - H 1 4..
A A
Ube
so
ro ,.a
1-4 a mg- to no
e Q oc
I - I .. I I
NO 3 1 ; I :,m r u f I
In ! 1 o
o4 !:h ".
'31 Wilt.
I Do
h alp
"JI as
Oii; i
Ai
iu~
To P't
JA

1. Ukraiuekiy muchno-iseledavatellskiy institut gigiyon7 truda
I professionallufth caboleTanly.
(MACHITIMY IM)USTRT--MMIC ASPWTS)
(PitSPIMTORY ORGANS-DISMASES)

~PZAN, G.L.; ROMANOVA, L.D.; RUDBUKO, V.F.
Vascular skin reaction td cooling In connection with change3 in tip
mi~,-ro- and macroclimate. Gig. i san. 25 no.4--119-23 Ap(160.
KIRA 13:8)
1. 1z Ukrainskogo inatituta. giMny trada i profossionalinykh
zabolovaniy.
(SKIN) (COLD-PHYSIOLOGICAL EFFECT)
(BODY MTERATURE-REGULATION)

F
PORUCHIKOV, Yu*P., kand.tekhn.nauk; -- IMZAII, G.L., inzh.
Design of a typical time relay for automatic coa~rol of technologima
processes. Vest.olektroprom. 31 no.6:63 je 6o. (MIRA 13:7)
(Automatic control)
(Electric relays)

"All of' tl~c
of
Conferr?rc--~) cn Ti: tic-
t 1. o ol
%
nr

KHAZANp G.L.j VYCHEGZHAVINj A.G.; SFAPOSWIIrOV, I.I.; MIM.AYLOVSKAYA, Ye.F.;
K.R.
Laproving the sanitary conditions of work with sandblasting machines,
Lit. proizv, no. 3:42-43 IV 161. (MIRA 1415)
(Founding-Hygienic aspects)
- "R

IMZA,-G,,L., kand.med.nauk; STABISIAVSKIY,, Ya.11.., kand.med.nauk;
?7JVr,POV, V.N., raladshiy nauchnyy sotrudnik; KIMBIENKO, YU.T.,
n1adshiy nauchnyy sotrudnik (Kharlkov); F-rinimali uchastiye:
VIESTRUGIVA, Z.F., kand.med.nauk; ITERMEMKO, A.B., mladshiy
r)auchnyy sotrudnik.,
Work conditions, state of health and disease incidence in
precision and chill casting shops W sections. Vrach.
delo no-5:117-LI8 My 162. (14,11U 15:6)
(FOIJIMING--IfYGICIIIC ASIICTS)

KIIAZVIJ G. L., IrAnd. mod. nauk; GONCILIWOVA, N. N., karld. --ed. nauj-,;
V. B., mladshiy nauchnyy sotrudnikj 1rfCFMZHXZ114,
U"K0, 0:,
,I notmdaik; UMM -,
A. G,,, m1ndshiy nanchnr 1'. ~.and, med,
nauk, ZHUK. G. S.) kind, mea, naiA (KJvtr'kov)
Bacterial diffusion in the at=sphere of machine shops and ways
of docreaning it by the -Itraviolet bradiation of the rezircu-
lated air. Vrach. dolo no.6-.121-121, Se *62.
(MIIRA -15 7j'
1, Ukrainskiy nauchno-issledovatel'ski.3r institut frigiyerr
tnidn
i profesAon,%12nykh zabolovaniy.
(ULTYMVIOLET RAYS)
(METAURGICAL PLANTS.-MATING XID VENTILATION)
(AIR-13ACTEMOLOGY)

GRINBERG, S.A.; PORUCHIKOV, Yu.P.; XHAZAN, G.L.
CentrifOgal casting of iron water svpply pipes in changeable molds.
Lit. proizv. no.8t5-6 Ag 162. (MIRA, 150-1)
(Centrifugal casting) (Pipe, Cast iron)

FORUCHIKOV, Yu.P.;..KRAZAN, G.L.
rmproving the systen of the automatic molding sand diitribu-
tiono Lit, proizv. tw.7t2l-22 J1 163. (KML-17tl)

PORUGHIKOV,, Yu.P., kand.teklln.naik; KFAMIT, G.L., inzh.
Automatic distribution of, molding sand, Mekh. i avtom.proizv. 17 no.
10:1-4 0 163, (141RA 17.-1)

FUSHKINSLIr, V.0 inah.; KBAZAN" L
krea conference of road-design organizations.
no.7:31-.32 Jl 162. (Roada-DeaIgn)
Avt.dor. 25
(KM 15:8)

OAZAN, 1.
-- - -- --- ......-
Conference of bridge constructors in -'-,xratov. Av-t.dor. 26
no.12!27 D 163. (MIRA 17:4)

KHLZLN, I.A*- KRYLITSOV* Ya*I., redaktor; GAIAKTIOMTA. Ye-H-, te1rhnich~28k17
- rea ors
[greation of automobile road bridGes from prof abricated unit'31 Hontazh
i3bornykh avtodorozhnykh mostav. Moskvas Izd~vo dorozh-w-t-,khn, lit-ry-
Gui.hoodors, KVD SSSR 1950. 171 p; (Microfilm]- (KUU 8. C I
15,
(Bridge construction) -

PHASE I TREASURE ISLAND BIBLIOGRAPHICAL REPORT AID 232 1
BOOK Call No.: TLU5.S79
Author; KIMAN, I. A., Engineiir, Recipient of the Stalin Prize 1/
Full Title: BRIDGE-BUILDING DJUIPMENT
Transliterated Title: Mostoot!oitellnoye dborudovaniya
Publishing 1~&t&
PublishingHouses- Publishingliouse of Highway-Technic&l Literature
(Dorizdat) of the Main Administration of Highways
(Gushosdev) of the Ministry of the Interioz) USSR
Date: 1952 No. pp.: 347 No. of copies: 10,000
Editorial Staff
Editor.- Ppyer, E. N., Eigineer Tech. Ed.; None
Editor-in-6r4ifi- Ornat~ -i~;iyp N. V., Prof., Appraiser- None
Doctor of Technical
Sciences
Others: This book is a volume in the series Handboqk of the High"cv/1- J
Engineer which is edited by a special committee.
Text Data---
---------Coverage *.--This -handbook-outlines-the -eq4pYeiit-eCnd-niA-dhih6r-f-'~s-iid
present by the highway engineer in the building, maintenance,
and repair of bridges. Tables and sketches of Soviet
machines are included.
1/2

Mostostroltellnoye oborudovaniye
AID 232 - I
The book presents no new technical material, but is of possible
interest as Illustrating Soviet practice and equipment in
highwc: bridge building,
Purpopet Intended for t;4vil engineers working in the construction of
highway bridges.
Facilities: None
No. of Russian and Slavic Referencess 40 (1936-1952)
Available; Library of Congress.
2/2

-7~- - ~ -;
: . I I i .
- I i~,
es - G--):~3tructiori
Lcte,m3i;ve of a.-, LAI.
stroi. 9 rio. ~,-16 Au 152.
l.'ontilly Li~,t of ittissian Accegsions, Library of CoCiL;rezo, july 19,-2).

I.A., laureat Stalln8koy premit.
Un',ustrial construction of largo, monolithic, reirforced concrete
bridges] IndusitAallnoe stroitalletvo krupnykh monolitnykh zheleco-
betonnykh mostov.---Koakva,---Izd-vo--dorozhno-takha. lit--ry. 1953, 69 pe-
(KLRA 7:6)
(Bridges. Concrete)

TAKUBOVSKIT, Boris Vanillrevich, kandidAt takhnicheokikh nAuk;
redaktorl KOVALIKKIIIA, Y.F., teklinicheoldy roUktor; KOGAN, IF.L.0
*-Minicheekly redaktor
[Factory guilt concrete and reinforced concrete bridges md pipes]
Industrialln6a stroitalletvo betonnykh i chelezobstonrifth moetov i
trub. Moskva. nauchno-takhri. izd-vo avtntransportnoi lilu'-ry, 1954.
226 P. (mLRA 8:4)
(Precast concrete construction) (Bridges-Construction)
(Pipe, Concrete)

KHAZAN.I.A., laureat Stalinskoy premii. inshener
Calculation of bent structural elements nn4e of prestressed
reinforced concrete. Avt.dor.18 no.5.19-20 5155. (HLRA 9:1)
(Girders)

P z Iq /V - 1 N - -- - -
CRARUY~xl~, Alaksanir Petrovich; MIlIff"EVSKrY. Tevgeni7 Paylovich,
laoreat Stalinskoy premil: GROISHCHS7. Nikolay Tefimovich; XHAZA
I.A., radaktor; KOGAN, L,L., takhatchaskiy redaktor.
Wawa
(Manual for the concrete worker in the cinstruction of bridges and
culverts] Peaobie betonshchiku na stroitalletva metoy i trub.
Isd. 2-a, parer. Moskva. Nauchno-tekhnAzd-vo avtotransp. lit-ry
1955. 153 P. (XT-RA 8:12)
(Bridges, Concrete) (Pipes, Concrete)

KHAZAAN, loo.if. Abra-m-ovich; ROYER, Ye.11., rodaktor; KOOAN, F.L., takhnichookiy
redaktor
.-- [.Highuay ongLacer's manual; bridge building equipment] Soravochn-Ik - -
inzhonera doroshnika; mostostrottollnoe oborudovania. tzd. 2-cef
parer, Hoskya, Nauchno-takhn. izd-vo sytotransp. lit-ry. 1956.
387 P. (HLRA 9:9)
(Bridges)

,PUZLN, I.A., inzhener.
Prestressed reinforced concrete automobile bridges abroad. Bet.1
shel.-bet. no.6:215-220 Je 156. (KM q..8)
(United States--Bridges, Concrete)

_KWAN, I.A., Inshener.
Coutinuoui,precast concrete bridge spans* Ayt. doro 19 no,7:
21-23 Jl '56. (Km 9110)
(Bridges, Cmcrete)

KffAZAN, I.i,I, inzhener; RATK&NMYA, L., inshener.
Arched bridgen In foreign practice. (from German journals, 1954-55).
Avt.dor. 19 no.9:29-30 3 '56. (KLHA 9:11)
(Europe, Western-Bridges. Arched)

-KHAZAN. I.A., lnzh.
Research on precast reinforced concrete continuous spans.
Avt.dor. 19 no.lltl7-21-N 156. - - (MIRA 10:10)
(Bridges, Concrete)

KHAZAN, 1. A. Cand Tech Sei -- (diss) "The Formation of
oncrete
Span Structures for
Highway Bridges by Means of WaD ?re3tressing and Control of
IREXXgKKXMXYJfKXX Structures." MOB, 1957. 17 PP with diagrams,
-------- --
20 cm.-(Mos-Motor MN Vehicle and-Road Inst-im V. M. Molotov)0--
120 copies (KL, 27-57, 108)
46 -

AUTHOR- Kha%an, 1. A. (Engineer). 97-57-9-7/17
TITLE: Method of Concreting Reinforced Concrete Road Bridges
by Means of Scaffold Suspended Fcom the End of the
Partially Completed Structure. (Navesnoye betoniro-
vaniye monolitnykh zhelezobatonnylch proletnykh
stroyeniy avtodorozhnykh mostov).
PEIRIODICAL: Beton i Zhelezobeton, 1957, Nr.9. pp. 362-3600. (USSR).
ABSTRACT: This method of concreting has many points similar to
assembly construction, namely that the labour require-
ments for formwork are minimal, and erection is carried
out regardless of the flow or other obstructions below.
This method is also considerably quicker than the old
methods. The bridge is concreted in situ without any
supporting form-workp in such a way that small sections
of the bridge are concreted on to the previous part,
and as soon as each new section hardens sufficiently
the suspended scaffold is advanced And suspended from
the nevily concreted part, and so on. Every neyt section
is s6cured to the previous cne by tensioned reinforce-
ment. Thus partial sections transmit the strain to
the pier, which must be counter-balanced. This is often
Car(I 1/3 achieved by simultaneously concretinrr the opposite

Method of Concreting Reinforced
Scaffold Suspended from the End
Card 2/3
97-57-9-7/17
Concrete Road Bridges by Yeans of
of the Partially Completed StruotureA
arch. These methods can be employed with advantage
when the following methods of bridge construction are
usedt framed construction, single-span construction,
multi-span beam construction without joists (static-
ally undetermined), and multi-span, statically deter-
mined, constructions. An example of a frame construc-
tion brid'e is the Rordam bridge across the River Spree
in Berlff Fig.1 gives details. A typical example
of a multi-span beam-type bridge, statically undeter-
mined, is the bridge across the River Nain in Karlstadt.
The bridge across the Riva~,r Rhine at 1,7orms represents
a statically determined multi-span bridge, as does also
the bridge spanning the River LILoselle near Koblenz#
shown in Fig.2. The bridge across the River Vltava
in Czechoslovakia -aas planned and constructed on the
basis of the above-named method of concreting without
supporting form-work. Many bridges in USSR are con-
structed by this last method. Fig-3 gives a typical
cross-section of the bridge over the lJoselle: Fig-4'
pives a bending moment diagram of permanent loading.
'1g.5 shows a method of reinforcing statically

97-57-9-7/17
MethGd of Concreting Reinforced Concrete Road Bridges by Means of
Scaffold Suspended from the End of the Partially Completed Structure.
determined bridee section; Fig.6 gives details of cen-
tral joints; Fig 7 gives moment didgrans and deflect-
ions with single:opan . ons true tL'ion. Fit-.8 gives the
detail of the suspended ocaffold for concreting without
supporting the partially constructed span, and Fig.9
illustrates the above method of construction. Fig.lo
illustrates various stares in this last method of con-
creting. The construction of the above-mentioned
bridges is described in detail. There are 10 Figures.
ASSAILABLE: Library of Congreos.
1. Concrete bridges-Con5truction 2. Concrete-Reinforced
3. Concreting methods
Card 3/3

inzbener.
New designs for wooden bridge arch centers. Ayt. dor. 20 no.2:27-
28 7 157. (KM lot4)
(Arches) (Bridges, Waoden)

-RHAZAN,-.I.. Inshonerl INWRT-OZYBOVICH, G., inshener.
......
Arched bridges in Venezuela. Avt.dor. 20 no.9(179):28-31 6 157.
(Venezuela-Bridges, Arched) (MIRA 10:10) 1

'k A, A ~ ~- ~, , I I
- - ,17,-F, i -_ _, ---
GIBSHM. TOJ66-, -prof.; -IMAM, IOA., lnzh.; CF.~LdTSKIT,-A.F.. inzh. -- - - - ___
Highway bridge construction during the years of the Soviet regime.
Avt.dor. 20 no.10:25-28 0 '57. (MIRA 10:12)
(Bridge construction--History)

KHAZAN, I.. inshener-skonomiet.
Commercial feed Industry and the transportation of raw material
and finished feed. Rulc,-elev.prom. 23 nio.2:23-25 F 157.
(Mlak 10:5)
1. MoskovskoJut~rzkoye otddenlye Severnoy zholenoy dorogi,
(Feeding and teeding stuffs)

KRIZARs I.A.9 lash.
-,--.-_;I -1 111:1 lv~-4-=,ru%gr,~.
Zoommleal designs of precast reinforced concrete co*tlAuml
s=U-gpaa brIdges.' M, dar, 21 na,4:1&20 Ap 158. (Km IISW
(Bri4gas, Conarate)

KWAN, I.A., inzb.
~ImnrT_n*allvmly nriginal structure. Avt.dor. 21 no.9:29-30 9 '58,
(Gormn3r. West--Bridges, Concrete) (141RA 11:11)

MUZAN, I.A., inzh.
Irecting long opens of motor-vehicle bridges. Avt. dor. 21 no.12:
10-13 D 158. (MIRA 12;1)
(Bridges, Concrete)

MOROZ, I.pinzh.; KILL=, I-vinzh.
Conference of bridge constructors in Leningrad. Awt.dor. 22
no,2:30-31 F(I 59. (Min 12:2)
Bridge construction-Congresses)

NALPAIMAII, S.; KHAZANI
Experimental continuous precast reinforced cowrete bridge.
Avt..dor. 22 n0-5:10-11 MY '59. (RIBA 120)
(Bridgei, Concrete)

-KJMZAH.-I.A---j,-inzb.
Now aluminum ')ridges. Avt.dor. 22 no.6:24-25 Je '59.
(MIRA 12-9)
(Bridges, Aluminum)

--:-XIUZA1T, I.A., inzh.
Bridges supported by single-column piers. Avt.dor. 22 no.8:
31-32 159. (MIRA 12:11)
AlBridgen--Foundations and piers)

Ya"Ay"t L
Conference on new trends in desIgning bridges. &vt.dor.
23 n0.7:28-29 A 160. (MIRA 13--7)
(Bridges -Design)

Iosif.Abramovich; KIRILWV, V.S., dots., kwA. tekhn. nauk,
;-KLYUCHAREVf-T~14--odots w-j-kand~, -tekhn,nauk,,-retsen-_
zenty red.; PCFOT,'G*D*,.Izmbov retBenzent; GAINUSMI, A.I.p
---red. -Azd-va; -MSKAYAI,- G. D_. I,_ Uklm ,_ red.--
[Steel highudy bridges abroad] StalInye av-todorozhnye mosty za
rubezhom. Moskva, ffauchno-tekhn. izd-vo H-ra avtomobA111nogo
tranaps i shoaoeinykh dorog HMR5 1961. 150 p. (KIn WO
(BrOg"j, Irou and steel)
V'i

-KilYL~-TSOV,-Ye.l.-;-KP.AZA14-f-I-.A-i-----
Current problems in designing highway bridges. Avt.dor. 24 no.12:
1.4 D '61, (MIRA 14.-l,)
1. Nachall.nik Giprotransmosta (for Krylltsov). 2. Glavnyy spet-
Sialist. d6sudarstvennov instituta Po proyektirovanlyu I izyskaniyu
avtomobillnykh dorog (for Khazan).
(Bridge construction)

KHAZAN, 1.
t New aluminum bridges in the U.S.A. Avt.dor. 24 no.12:30 D '61.
(MIRA 14:12)
(United States--Bridges, Aluminum)

Conference of institutions of higher education on procaot
concrete conattuotione Avta dore 25 no.201-32 F 162.
(MIRA 15:2)
(Precaqt concrete construction)

IrMZAN, I*Aq, inzh,, laureat Gosudaxetvennoy premli
New effective zethod for regulating stresses
reinforced-concrete spans of highwav bridges.
no.12:U.13 V. 162.
(Bridges-Design)
in steel U4
Avt.dor. 25
(MIRA 16:2)

KHAZAN, I.A.-
Erection of precast concrere span structures by Uie method of
approachment. Avt. dor. 26 no.6:17-19 Je 163. (MIRA 16:8)
(Bridges-Design and construction)

NAZAMIKO, Boris Pavlovich, dots., kand. tekhn. nauk; KHAZR".,
I.A., red.; GOLUBKOVA, Ye.S., -red.
[Reinforced concrete bridges] Zhelozobetonriyc mosty.
Moskva, Transportv 1964- 427 p, (MIRA 17:12)

STREEIREOFTY, Nikolay Nikolayevich; imb., rr,-t.,~E'T;zent;
UMIN, N.B., kand. tekhn. nauJq red.
[Steel reinforced concrete bridges] Stale zhele zobetonnye
mo-ty. Moskva, Transport, 1965. 375 1). (MIRA M, 5)
1. Rukovoldltell laboviLorli konstmkt.My ret-PLI2IC-'.rqs'fdk.~,I
mostov Vsesoyuznogo nauchno-Issledovatellikogro instiLuta
transportnogi sualtellstva (f,~r Lyplin).

JUIAZAN.P... I,. A., ~ ~~ ~ .. -
Important conference on pile-ahells. Avt.dor. 28 no.11:31-
32 N 165. (MIRA 18:U)

KAMEMS)IN, V.P., kand. teklin. nauk; RUDENKO,, M.S,, laur~~,at Leninakoy premii;
FAY1,13HTEYN, I.S.; KIIAZAN, I.A., laureat, Gosudarotvenno7 premii
D(velopment of the construction of large and medium bridges.
Avt. dor. 28 no.12:20-22 D t65. (KlRA 19:1)

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