REVISTA

Nauka ta Progres Transportu

ISSN: 2307-3489 Frecuencia: 4 Formato: Electr�nica

Tablas de contenido

39 art�culos asociados

Volumen 0 N�mero 39 Parte 0 A�o 2011

Experimental researches of reinforced concrete beams by class A500C with longitudinal reinforcement and amplified by composite system RUREDIL X MENSH GOLD	Acceso
I. V. Melnyk,R. Z. Dobrianskyi,R. I. Kanafotskyi,N. B. Davydovskyi
P�g. 104 - 109

A circular stamp contactly communicates with a layer of a non-ideal thermal contact	Acceso
B. S. Okrepkyi,M. Y. Shelestovska
P�g. 110 - 117

The contact fatigue damage of the wheels tread by types KP-2 and KP-T	Acceso
O. P. Ostash,I. M. Andreiko,V. V. Kulyk,V. I. Prokopets
P�g. 118 - 122

Composite steel and concrete beams, I-beams are in the supercritical stage of concrete working, their strength?s analysis of normal sections	Acceso
A. M. Pavlikov,O. A. Krupchenko
P�g. 123 - 125

Methods of high level exact solution of Cauchy?s task for Volter?s unlinear integro-partial differential equations	Acceso
Y. M. Pelekh
P�g. 126 - 130

Studies of metals beams in long-term storage	Acceso
Ya. A. Balabukh
P�g. 13 - 17

Double computation schemes of solution unlinear integro-partial differential equations with the main error estimation	Acceso
R. Ya. Pelekh,Yu. Yu. Luchko
P�g. 131 - 137

The complex analysis of the column station with depth variation	Acceso
V. D. Petrenko,O. L. Tiutkin,V. I. Petrenko
P�g. 138 - 143

The endurance of concrete steel constructions in nuclear facilities	Acceso
K. A. Pyradov
P�g. 144 - 149

The development of some aspects of colloid chemistry and physicochemistry mechanics of disperse systems and materials are used in stability slopes	Acceso
A. N. Pluhin,L. V. Trikoz,O. S. Herasimenko,A. A. Pluhin,D. A. Pluhin,Al. A. Pluhin
P�g. 150 - 156

The mechanical specifications of titanium alloyes with fixed surface layers	Acceso
I. M. Pohreliuk,O. V. Tkachuk,A. V. Samborskyi,Z. O. Siryk
P�g. 157 - 162

Buildings? features of volume finite-elements for estimate continuum models of bridges? structures	Acceso
A. S. Raspopov,V. Ye. Artemov
P�g. 163 - 167

The problem?s analysis to define bridges? defects by vibration monitoring methods	Acceso
V. P. Redchenko,Y. V. ???????,T. V. Redchenko
P�g. 168 - 172

Investigations of a load-life with pre-stressed concrete sleepers by Ukrainian production	Acceso
V. V. Rybkin,Y. L. Zayats,V. V. Kovalenko,P. O. Pshinko
P�g. 173 - 179

The work modeling in building structures of maintained ones in the transmission dynamic effects through the soil array	Acceso
V. A. Banakh
P�g. 18 - 22

Standart physico?mechanical characteristics of constructional concrete and their nanotechnological valuation aspects in frame of the theory sliding into a micro-polarized sphere (MPS) with an acceptible probability Vbkni = (1-1,64X0, 135X0,01B)	Acceso
V. N. Rudakov,H. A. Molodchenko,D. V. Abrakitov
P�g. 180 - 190

Characteristics of modeling stress-deformed state of steel light thin-walled constructions	Acceso
O. V. Semko,A. V. Hasenko,D. M. Lazariev,Y. O. Avramenko
P�g. 191 - 194

Thermoeffective foundation blocks are used for heating basements and socular rooms	Acceso
O. V. Semko,O. I. Fylonenko
P�g. 195 - 197

The components definition of the strain-stress state and computation on a resistance of the Tube confined concrete with local power exposures	Acceso
O. P. Sinelnyk
P�g. 198 - 202

Spalling of the spring concrete ties by type NBK-7D after long period of attendance	Acceso
M. Sychevsky
P�g. 203 - 207

The structure influences of the stress state on straining non-corrosive steel during the additional impulse charges	Acceso
N. H. Chausov,A. P. Pilipenko,V. B. Berezin,V. N. Paratsa,I. I. Luchko
P�g. 208 - 211

Numerical analysis of steel concrete slabs	Acceso
E. D. Chykhladze,L. V. Haponova
P�g. 212 - 217

Circular stamp?s pressure on isotropic layer with permanent strain caused by concentrated heat during welding	Acceso
B. H. Shelestovskyi,H. V. Habrusev
P�g. 218 - 222

Actual questions about using inventory rolling stock and its own one by carriages during transportation by Ukrainian railways	Acceso
M. H. Belynskaia
P�g. 223 - 228

Features of the monitoring system and the physical condition of urban bridges	Acceso
A. V. Bilchenko,A. H. Kyslov
P�g. 23 - 26

The compression of pre-stressed isotropic layer with two coaxial annular stamps	Acceso
I. U. Harbuseva
P�g. 27 - 32

Evaluation of the technical state of ferroconcrete railway bridges	Acceso
A. V. Harmash,V. I. Solomka,O. V. Horbova
P�g. 33 - 36

The computational method for the control efforts in statistically indeterminate systems of steel structures	Acceso
M. V. Hohol,M. R. Bilskyi
P�g. 37 - 46

Reinforced concrete slab of ballastless bridge with stress-strain state	Acceso
O. L. Zakora,S. V. Kliushnyk,H. O. Lynnyk,M. P. Dytynenko,D. L. Ivashkevych,O. A. Zabyiaka
P�g. 47 - 50

The temperature distribution of residual stresses in the channel bars during the weld application	Acceso
A. P. Ivanov,V. V. Psiuk,?. A. Ivanov
P�g. 51 - 54

Ways of ensuring regulatory resource of bridge spans	Acceso
V. I. Kyrian,M. H. Malhin
P�g. 55 - 60

The strain is into precast-monolithic bridges constructions with including the staging work	Acceso
P. M. Koval,S. V. Stoianovych
P�g. 61 - 65

Analysing the pre-stressed monolithic concrete overpass	Acceso
P. M. Koval,A. E. Fal,P. M. Stashuk,Ya. I. Kovalchyk
P�g. 66 - 71

Determination of fracture mechanics parameters for bodies gyration in unsteady dynamic problems	Acceso
V. A. Bazhenov,I. I. Solodei,M. O. Vabishchevych
P�g. 7 - 12

The resistance strain gages are multifunction (sensors)	Acceso
V. V. Kovaltchuk,Y. Y. Luchko
P�g. 72 - 82

The profiled flooring is used during the reconstruction and repair of small bridges	Acceso
V. P. Kozhushko,S. N. Krasnov,E. S. Krasnova
P�g. 83 - 86

Principles of proving corrosion risk of building structures, fabrics and constructions	Acceso
V. P. Korolov,O. M. Hibalenko,A. N. Shevchenko
P�g. 87 - 90

Estimate on fatigue welded units of orthotropic slabs of bridge mental spans in the local directions	Acceso
M. H. Malhin,V. I. Kyrian
P�g. 91 - 97

Optimization of the retarding agent for the repair cracked concrete element by injection technology	Acceso
V. I. Marukha,I. P. Hnyp,M. P. Voloshyn
P�g. 98 - 103