Issue 9 (2008)

Road transport

• Deformations of reinforced concrete elements with cracks at torsion

  N. Sribnyak T. Azizov

  5-11

  DOI:

  Russian
• Accurate definition of bridges operating state estimation

  Albert Lantukh-Liashchenko Yu. Asaulenko

  12-17

  DOI:

  Ukrainian
• Influence of existing system of exploitation on degradation of elements of bridge structures

  O. Kislov А. Bil’chenko

  18-21

  DOI:

  Ukrainian
• Estimation of durability of reinforced concrete beams, strengthened in the compressed zone by effective materials

  Alexander Eremenko O. Valovoj

  22-28

  DOI:

  Ukrainian
• Enforcement of construction of road pavements

  Igor Gameliak

  29-44

  DOI:

  Ukrainian
• Prefabricated–monolithic reinforced concrete constructions of bridge spans of box-type form for the difficult conditions of building

  B. Gnidets

  45-54

  DOI:

  Ukrainian
• Experimental determination of remaining stress condition of preliminary stressed metallic beam

  A. Golodnov

  55-59

  DOI:

  Russian
• About influence of contiguous spatial and inertia-impact extinguishers on the parameters of wind resonance of beam constructions

  A. Maslovskiy A. Mikheyev E. Gorokhov G. Grimud V. Kulyabko V. Mushchanov

  60-69

  DOI:

  Russian
• To choice of constructions of spans

  Anatolii Dekhtyar

  70-75

  DOI:

  Ukrainian
• Variation method of calculation of strength of separate rectangular reinforced concrete keys

  L. Karabash O. Dovzhenko

  76-80

  DOI:

  Ukrainian
• Crack resistance of preliminary stressed reinforced-concrete t-girders

  F. Karpyuk V. Dorofeyev V. Karpyuk

  81-90

  DOI:

  Ukrainian
• Determination of integral cylinder rigidity of bridge as a result of static tests

  Josef Luchko M. Ignatyshyn

  91-96

  DOI:

  Ukrainian
• Maintenance problems in the case of historical bridges in bialski poviat in eastern Poland

  KOWIESKA Katarzyna Sławomir KARAŚ

  97-105

  DOI:

  English
• Expansion of span of road bridge with its strengthening by change of static scheme without deformational jointing

  L. Saliychuk V. Rachkevych Viktor Kvasha

  106-111

  DOI:

  Ukrainian
• Experimental determination of fitness of metallic beams after long-duration storage for building road transport bridge

  Petro Koval Ya. Balabuh

  112-118

  DOI:

  Ukrainian
• Analysis of dynamic characteristics of bridge

  I. Kornienko Pavlo Stashuk Petro Koval S. Filonenko

  119-128

  DOI:

  Ukrainian
• About calculation of bridges and roads on any moving load taking into account an inertness, sub springing, braking, breaking of contacts, variable speeds and interval of movement

  A. Makarov V. Kulyabko

  129-140

  DOI:

  Russian
• Research of bearing capacity of spans of metallic bridges with different types of bridge floor

  G. Linnik

  141-144

  DOI:

  Ukrainian
• Test of bridge spans of railway bridges using method of acoustic emission

  D. Ivashkevich G. Linnik

  145-148

  DOI:

  Russian
• Strengthening monolithic reinforced concrete constructions of buildings and structures of long-duration exploitation by composite materials

  B. Nazarevich B. Parneta I. Ivanik Josef Luchko

  149-157

  DOI:

  Ukrainian
• Application of model of layer of finite width to research of distributing of pressure of soil on bulkhead walls at presence of local loadings on surface

  I. Luchkovskiy O. Dan’ko O. Samorodov

  158-165

  DOI:

  Russian
• Renewal of operating properties of reinforced concrete frame overpasses

  S. Miroshnichenko

  166-171

  DOI:

  Russian
• Improvement of quality of asphalt pavement on bridges due to use of modifier of road bitumen K-1

  Artur Onyshchenko Oleksandr Kutsman S. Baran V. Gerasimov V. Zhukov Volodymyr Mozghovyi

  172-174

  DOI:

  Ukrainian
• Method of determination of spatial co-ordinates of area of formation of defects in reinforced concrete constructions

  V. Parkhomenko V. Tsokur Yevhen Oksen

  175-181

  DOI:

  Russian
• Numerical analysis of influence of un-quality executed primary festering on stress-deformational state of frame

  A. Tyut’kin V. Petrenko V. Petrenko

  182-187

  DOI:

  Russian
• Calculation of reinforced concrete bridges accounting the sequence of their erection and complex rheological properties of material

  D. Pulyaevskiy V. Potapov

  188-205

  DOI:

  Russian
• Destruction of concrete as a result of corrosion of re-enforcement

  Vasyl Redchenko

  206-210

  DOI:

  Ukrainian
• Features of three zones of area of existence of possible decisions of spans of bridges

  P. Salamahin

  211-219

  DOI:

  Russian
• Application of glue–bar anchors at reconstruction of bridges

  L. Saliychuk Viktor Kvasha

  220-227

  DOI:

  Ukrainian
• Design of stress-deformational state of steel and steel concrete columns from channels

  A. Gasenko O. Semko

  228-233

  DOI:

  Ukrainian
• Methods of account of redistribution of efforts in uncut steel reinforced concrete beams

  O. Semko S. Gudz’ V. Dariyenko

  234-242

  DOI:

  Ukrainian
• Scientific accompaniment of building of corrugated construction length 12 m on by-pass of Oles’ko in Lviv region

  Ihor Babiak Pavlo Stashuk T. Sitdikova

  242-247

  DOI:

  Ukrainian
• Research of frame span structure of a new road bridge with use of method of acoustic emission

  O. Tans’kiy Pavlo Stashuk

  248-253

  DOI:

  Ukrainian
• Steel reinforced concrete structural slabs for bridge spans

  L. Storozhenko V. Timoshenko

  254-259

  DOI:

  Ukrainian
• Analysis of stress-deformational state of reinforced concrete arched span structures of large spans under combined ride accounting of joint work of vaults and structures over vaults

  V. Rykina V. Solomka V. Tarasenko

  260-263

  DOI:

  Ukrainian
• Efficiency of application of steel fiber concrete for repair and strengthening of reinforced concrete constructions

  I. Cibul’nik

  264-267

  DOI:

  Ukrainian