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编号 2 (2013)
THE APPLICATION OF BEM OF THEORY OF ELASTICITY FOR MODELING OF THE WIND FLOW OVER THE BRIDGE STRUCTURES
Dorogan A.
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编号 3 (2015)
DETERMINATION OF ALLOWABLE DISTANCE BETWEEN THE VERY HEAVY TRUCKS PASSED THROUGH THE RUSSIAN PMP FLOATING BRIDGE
SALAMAKHIN P., NGUEN M.
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编号 1 (2016)
CABLE-STAYED STRUCTURES
Krivoshapko S.
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卷 15, 编号 5 (2019)
The concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality
Salamakhin P., Chasovnikov A.
PDF
(Rus)
卷 20, 编号 5 (2024)
Development of Analytical Method for Cable-stayed Bridges Considering Local Damages Caused by Failure of Supporting Cables
Ahmed A., Qais Q., Yermoshin N.
PDF
(Eng)
卷 17, 编号 4 (2021)
Justification of the development and application of express assessment programs for road bridges when heavy vehicles pass through them
Lugovtsev E.
PDF
(Rus)
编号 2 (2011)
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V., Zazvonov V.
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卷 16, 编号 1 (2020)
Substantiation of the necessity and method of upgrading the software of the measuring complex for assessing the load capacity of girder spans of road bridges
Salamakhin P., Lugovtsev E.
PDF
(Rus)
编号 4 (2011)
THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS
Zylev V., Grigoriyev N.
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