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Couplings slip determination of the threadbar of strength class 500 N/mm2
Grishin G.E., Tikhonov G.I., Savrasov I.P., Okolnikova G.E.
Peculiarities of the condition of the foundation slab of the pumped storage power plant water intake
Lisichkin S.E., Kotitsyna S.S.
Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement
Chongo P., Shambina S.L., Tembo O.
EXPANSION OF THE FIELD OF APPLICATION OF THE SHEETS METAL FLOOR DECKING FOR THE COMPOSITE SLABS
Rumyanceva I.A.
THE ANALYSIS OF THE POSSIBILITIES OF USING ASTROFLEX REBAR IN INDUSTRIAL AND TRANSPORT BUILDING
Ponomarev A.N., Mospan E.A.
NATURAL AND THEORETICAL RESEARCHES OF STRESS-STRAIN STATE OF THE LOWER BREAST WALLS OF WATER-DISTRIBUTOR OF ZHAGORSK GAES-2
Melnikova N.I.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
Experimental studies of the stress-strain state of reinforced concrete structures strengthened by prestressed basalt-composite rebar
Rubin O.D., Lisichkin S.E., Zyuzina O.V.
Experimental studies of reinforced concrete structures of hydraulic structures strengthened with prestressed transverse reinforcement
Zyuzina O.V.
Results of experimental researches of reinforced concrete retaining walls
Rubin O.D., Lisichkin S.E., Pashchenko F.A.
IMPROVEMENT OF THE METHOD OF CALCULATION OF INDUSTRIAL LOOP CONNECTIONS OF FITTINGS OF REINFORCED CONCRETE CONSTRUCTIONS OF HYDROELECTRIC POWER STATION AND THE NPP AT THE LIMIT STATE
Klimov E.A., Nikolaev V.B.
1 - 11 of 11 Items

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