### Table of Contents

#### ECONOMICS AND МANAGEMENT

Actual questions about using inventory rolling stock and its own one by carriages during transportation by Ukrainian railways | PDF (Українська) |

M. H. Belynskaia | 223-228 |

#### TRANSPORT CONSTRUCTION

Determination of fracture mechanics parameters for bodies gyration in unsteady dynamic problems | PDF (Українська) |

V. A. Bazhenov, I. I. Solodei, M. O. Vabishchevych | 7-12 |

Studies of metals beams in long-term storage | PDF (Українська) |

Ya. A. Balabukh | 13-17 |

The work modeling in building structures of maintained ones in the transmission dynamic effects through the soil array | PDF (Русский) |

V. A. Banakh | 18-22 |

Features of the monitoring system and the physical condition of urban bridges | PDF (Русский) |

A. V. Bilchenko, A. H. Kyslov | 23-26 |

The compression of pre-stressed isotropic layer with two coaxial annular stamps | PDF (Українська) |

I. U. Harbuseva | 27-32 |

Evaluation of the technical state of ferroconcrete railway bridges | PDF (Українська) |

A. V. Harmash, V. I. Solomka, O. V. Horbova | 33-36 |

The computational method for the control efforts in statistically indeterminate systems of steel structures | PDF (Українська) |

M. V. Hohol, M. R. Bilskyi | 37-46 |

Reinforced concrete slab of ballastless bridge with stress-strain state | PDF (Українська) |

O. L. Zakora, S. V. Kliushnyk, H. O. Lynnyk, M. P. Dytynenko, D. L. Ivashkevych, O. A. Zabyiaka | 47-50 |

The temperature distribution of residual stresses in the channel bars during the weld application | PDF (Русский) |

A. P. Ivanov, V. V. Psiuk, І. A. Ivanov | 51-54 |

Ways of ensuring regulatory resource of bridge spans | PDF (Русский) |

V. I. Kyrian, M. H. Malhin | 55-60 |

The strain is into precast-monolithic bridges constructions with including the staging work | PDF (Українська) |

P. M. Koval, S. V. Stoianovych | 61-65 |

Analysing the pre-stressed monolithic concrete overpass | PDF (Українська) |

P. M. Koval, A. E. Fal, P. M. Stashuk, Ya. I. Kovalchyk | 66-71 |

The resistance strain gages are multifunction (sensors) | PDF (Українська) |

V. V. Kovaltchuk, Y. Y. Luchko | 72-82 |

The profiled flooring is used during the reconstruction and repair of small bridges | PDF (Русский) |

V. P. Kozhushko, S. N. Krasnov, E. S. Krasnova | 83-86 |

Principles of proving corrosion risk of building structures, fabrics and constructions | PDF (Українська) |

V. P. Korolov, O. M. Hibalenko, A. N. Shevchenko | 87-90 |

Estimate on fatigue welded units of orthotropic slabs of bridge mental spans in the local directions | PDF (Русский) |

M. H. Malhin, V. I. Kyrian | 91-97 |

Optimization of the retarding agent for the repair cracked concrete element by injection technology | PDF (Українська) |

V. I. Marukha, I. P. Hnyp, M. P. Voloshyn | 98-103 |

Experimental researches of reinforced concrete beams by class A500C with longitudinal reinforcement and amplified by composite system RUREDIL X MENSH GOLD | PDF (Українська) |

I. V. Melnyk, R. Z. Dobrianskyi, R. I. Kanafotskyi, N. B. Davydovskyi | 104-109 |

A circular stamp contactly communicates with a layer of a non-ideal thermal contact | PDF (Українська) |

B. S. Okrepkyi, M. Y. Shelestovska | 110-117 |

The contact fatigue damage of the wheels tread by types KP-2 and KP-T | PDF (Українська) |

O. P. Ostash, I. M. Andreiko, V. V. Kulyk, V. I. Prokopets | 118-122 |

Composite steel and concrete beams, I-beams are in the supercritical stage of concrete working, their strength’s analysis of normal sections | PDF (Українська) |

A. M. Pavlikov, O. A. Krupchenko | 123-125 |

Methods of high level exact solution of Cauchy’s task for Volter’s unlinear integro-partial differential equations | PDF (Українська) |

Y. M. Pelekh | 126-130 |

Double computation schemes of solution unlinear integro-partial differential equations with the main error estimation | PDF (Українська) |

R. Ya. Pelekh, Yu. Yu. Luchko | 131-137 |

The complex analysis of the column station with depth variation | PDF (Українська) |

V. D. Petrenko, O. L. Tiutkin, V. I. Petrenko | 138-143 |

The endurance of concrete steel constructions in nuclear facilities | PDF (Русский) |

K. A. Pyradov | 144-149 |

The development of some aspects of colloid chemistry and physicochemistry mechanics of disperse systems and materials are used in stability slopes | PDF (Русский) |

A. N. Pluhin, L. V. Trikoz, O. S. Herasimenko, A. A. Pluhin, D. A. Pluhin, Al. A. Pluhin | 150-156 |

The mechanical specifications of titanium alloyes with fixed surface layers | PDF (Українська) |

I. M. Pohreliuk, O. V. Tkachuk, A. V. Samborskyi, Z. O. Siryk | 157-162 |

Buildings’ features of volume finite-elements for estimate continuum models of bridges’ structures | PDF (Русский) |

A. S. Raspopov, V. Ye. Artemov | 163-167 |

The problem’s analysis to define bridges’ defects by vibration monitoring methods | PDF (Українська) |

V. P. Redchenko, Y. V. Крючков, T. V. Redchenko | 168-172 |

Investigations of a load-life with pre-stressed concrete sleepers by Ukrainian production | PDF (Українська) |

V. V. Rybkin, Y. L. Zayats, V. V. Kovalenko, P. O. Pshinko | 173-179 |

Characteristics of modeling stress-deformed state of steel light thin-walled constructions | PDF (Українська) |

O. V. Semko, A. V. Hasenko, D. M. Lazariev, Y. O. Avramenko | 191-194 |

Thermoeffective foundation blocks are used for heating basements and socular rooms | PDF (Українська) |

O. V. Semko, O. I. Fylonenko | 195-197 |

The components definition of the strain-stress state and computation on a resistance of the Tube confined concrete with local power exposures | PDF (Українська) |

O. P. Sinelnyk | 198-202 |

Spalling of the spring concrete ties by type NBK-7D after long period of attendance | PDF (Русский) |

M. Sychevsky | 203-207 |

The structure influences of the stress state on straining non-corrosive steel during the additional impulse charges | PDF (Русский) |

N. H. Chausov, A. P. Pilipenko, V. B. Berezin, V. N. Paratsa, I. I. Luchko | 208-211 |

Numerical analysis of steel concrete slabs | PDF (Русский) |

E. D. Chykhladze, L. V. Haponova | 212-217 |

Circular stamp’s pressure on isotropic layer with permanent strain caused by concentrated heat during welding | PDF (Українська) |

B. H. Shelestovskyi, H. V. Habrusev | 218-222 |