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K. I. Soldatov,A. H. Kriuk,V. I. Borshchov,V. I. Madatov,D. K. Zaporozhets
Pág. 204 - 213
The article desribes the method and elists the results of static and dynamic tests of the metal arch bridge over the river Dnepr in the city of Zaporozhye that were executed by the Laboratory of Bridge Dynamics of Dnepropetrovsk Institute of Railway Tran...
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V. I. Borshchov,V. I. Klymov
Pág. 105 - 108
The work considers the contents and structure of the program ?CARRIAGE? intended for determination of classes of any rolling-stock operated or planned for introduction into circulation on the railway network of CIS and Baltic countries.
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M. M. Popovych,O. S. Myroniuk,V. I. Borshchov
Pág. 131 - 132
The methods of intensifying the reinforced-concrete beam spans, fitted with conventional beam-type reinforcement elements, with the use of tie beams and prestressed rods have been examined.
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O. S. Raspopov,T. F. Kharytonova,V. I. Borshchov
Pág. 133 - 139
The paper considers the outcomes of theoretical research of the first six forms of free vibration of metallic span structures with design span of110 m, manufactured under the standard project 690/7K.
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V. I. Solomka,V. L. Horobets,V. I. Borshchov
Pág. 174 - 179
The article proposes fundamentals of working method of assessment of technical state of reinforced concrete span structures of bridges and determination of the volume and structure of their current maintenance, developed with the use of methods of reliab...
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V. I. Solomka,V. L. Horobets,V. I. Borshchov
Pág. 180 - 185
The article enlists fundamentals of the proposed method of estimating the volume and structure of currentmaintenance of reinforced concrete spans of bridges, according to their current state, developed with the use of methods of reliability theory and ma...
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T. F. Kharytonova,V. I. Borshchov
Pág. 207 - 211
The paper considers the outcomes of theoretical research of the first six forms of free vibration of metallic span structures with box-like close elements and the design span size of110 m, of 3.501.2-139 series.
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K. I. Soldatov,V. I. Borshchov,Yu. Yu. Silina
Pág. 162 - 173
The article considers some issues, connected with definition of carrying capacity of abutments of two-track railway bridges.
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V. I. Borshchov,V. I. Klymov
Pág. 61 - 66
Development of drainage defects, the defects of concrete coating, corrosion of the ferroconcrete rods and vatting of solution of railway span structures, made from conventional rod fixtures, due to ageing processes, have been analysed. The dependence has...
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V. I. Borshchov,K. I. Soldatov
Pág. 67 - 73
The paper considers the main rules of determining the carrying capacity of ferroconcrete beam span structures ofrailway bridges on the basis of domestic normative document CP/0085.
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