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No. 39 (2011): ISSUE 39
No. 39 (2011): ISSUE 39
Published:
2013-02-08
ECONOMICS AND МANAGEMENT
Actual questions about using inventory rolling stock and its own one by carriages during transportation by Ukrainian railways
M. H. Belynskaia
223-228
PDF (Українська)
TRANSPORT CONSTRUCTION
Determination of fracture mechanics parameters for bodies gyration in unsteady dynamic problems
V. A. Bazhenov, I. I. Solodei, M. O. Vabishchevych
7-12
PDF (Українська)
Studies of metals beams in long-term storage
Ya. A. Balabukh
13-17
PDF (Українська)
The work modeling in building structures of maintained ones in the transmission dynamic effects through the soil array
V. A. Banakh
18-22
PDF (Русский)
Features of the monitoring system and the physical condition of urban bridges
A. V. Bilchenko, A. H. Kyslov
23-26
PDF (Русский)
The compression of pre-stressed isotropic layer with two coaxial annular stamps
I. U. Harbuseva
27-32
PDF (Українська)
Evaluation of the technical state of ferroconcrete railway bridges
A. V. Harmash, V. I. Solomka, O. V. Horbova
33-36
PDF (Українська)
The computational method for the control efforts in statistically indeterminate systems of steel structures
M. V. Hohol, M. R. Bilskyi
37-46
PDF (Українська)
Reinforced concrete slab of ballastless bridge with stress-strain state
O. L. Zakora, S. V. Kliushnyk, H. O. Lynnyk, M. P. Dytynenko, D. L. Ivashkevych, O. A. Zabyiaka
47-50
PDF (Українська)
The temperature distribution of residual stresses in the channel bars during the weld application
A. P. Ivanov, V. V. Psiuk, І. A. Ivanov
51-54
PDF (Русский)
Ways of ensuring regulatory resource of bridge spans
V. I. Kyrian, M. H. Malhin
55-60
PDF (Русский)
The strain is into precast-monolithic bridges constructions with including the staging work
P. M. Koval, S. V. Stoianovych
61-65
PDF (Українська)
Analysing the pre-stressed monolithic concrete overpass
P. M. Koval, A. E. Fal, P. M. Stashuk, Ya. I. Kovalchyk
66-71
PDF (Українська)
The resistance strain gages are multifunction (sensors)
V. V. Kovaltchuk, Y. Y. Luchko
72-82
PDF (Українська)
The profiled flooring is used during the reconstruction and repair of small bridges
V. P. Kozhushko, S. N. Krasnov, E. S. Krasnova
83-86
PDF (Русский)
Principles of proving corrosion risk of building structures, fabrics and constructions
V. P. Korolov, O. M. Hibalenko, A. N. Shevchenko
87-90
PDF (Українська)
Estimate on fatigue welded units of orthotropic slabs of bridge mental spans in the local directions
M. H. Malhin, V. I. Kyrian
91-97
PDF (Русский)
Optimization of the retarding agent for the repair cracked concrete element by injection technology
V. I. Marukha, I. P. Hnyp, M. P. Voloshyn
98-103
PDF (Українська)
Experimental researches of reinforced concrete beams by class A500C with longitudinal reinforcement and amplified by composite system RUREDIL X MENSH GOLD
I. V. Melnyk, R. Z. Dobrianskyi, R. I. Kanafotskyi, N. B. Davydovskyi
104-109
PDF (Українська)
A circular stamp contactly communicates with a layer of a non-ideal thermal contact
B. S. Okrepkyi, M. Y. Shelestovska
110-117
PDF (Українська)
The contact fatigue damage of the wheels tread by types KP-2 and KP-T
O. P. Ostash, I. M. Andreiko, V. V. Kulyk, V. I. Prokopets
118-122
PDF (Українська)
Composite steel and concrete beams, I-beams are in the supercritical stage of concrete working, their strength’s analysis of normal sections
A. M. Pavlikov, O. A. Krupchenko
123-125
PDF (Українська)
Methods of high level exact solution of Cauchy’s task for Volter’s unlinear integro-partial differential equations
Y. M. Pelekh
126-130
PDF (Українська)
Double computation schemes of solution unlinear integro-partial differential equations with the main error estimation
R. Ya. Pelekh, Yu. Yu. Luchko
131-137
PDF (Українська)
The complex analysis of the column station with depth variation
V. D. Petrenko, O. L. Tiutkin, V. I. Petrenko
138-143
PDF (Українська)
The endurance of concrete steel constructions in nuclear facilities
K. A. Pyradov
144-149
PDF (Русский)
The development of some aspects of colloid chemistry and physicochemistry mechanics of disperse systems and materials are used in stability slopes
A. N. Pluhin, L. V. Trikoz, O. S. Herasimenko, A. A. Pluhin, D. A. Pluhin, Al. A. Pluhin
150-156
PDF (Русский)
The mechanical specifications of titanium alloyes with fixed surface layers
I. M. Pohreliuk, O. V. Tkachuk, A. V. Samborskyi, Z. O. Siryk
157-162
PDF (Українська)
Buildings’ features of volume finite-elements for estimate continuum models of bridges’ structures
A. S. Raspopov, V. Ye. Artemov
163-167
PDF (Русский)
The problem’s analysis to define bridges’ defects by vibration monitoring methods
V. P. Redchenko, Y. V. Крючков, T. V. Redchenko
168-172
PDF (Українська)
Investigations of a load-life with pre-stressed concrete sleepers by Ukrainian production
V. V. Rybkin, Y. L. Zayats, V. V. Kovalenko, P. O. Pshinko
173-179
PDF (Українська)
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)
V. N. Rudakov, H. A. Molodchenko, D. V. Abrakitov
180-190
PDF (Русский)
Characteristics of modeling stress-deformed state of steel light thin-walled constructions
O. V. Semko, A. V. Hasenko, D. M. Lazariev, Y. O. Avramenko
191-194
PDF (Українська)
Thermoeffective foundation blocks are used for heating basements and socular rooms
O. V. Semko, O. I. Fylonenko
195-197
PDF (Українська)
The components definition of the strain-stress state and computation on a resistance of the Tube confined concrete with local power exposures
O. P. Sinelnyk
198-202
PDF (Українська)
Spalling of the spring concrete ties by type NBK-7D after long period of attendance
M. Sychevsky
203-207
PDF (Русский)
The structure influences of the stress state on straining non-corrosive steel during the additional impulse charges
N. H. Chausov, A. P. Pilipenko, V. B. Berezin, V. N. Paratsa, I. I. Luchko
208-211
PDF (Русский)
Numerical analysis of steel concrete slabs
E. D. Chykhladze, L. V. Haponova
212-217
PDF (Русский)
Circular stamp’s pressure on isotropic layer with permanent strain caused by concentrated heat during welding
B. H. Shelestovskyi, H. V. Habrusev
218-222
PDF (Українська)
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