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Evaluation of a reliability index for steel trusses to the deflection criterion with interval uncertainty of data
Solovev S.A., Inkov A.E., Soloveva A.A.
Choice of mathematic models of soils in static and seismic analyses of embankment dams
Lyapichev Y.P.
THE DETERMINATION OF POSSIBILITY OF LOSS OF STRENGTH OF ARCH MADE OF U-SHAPE PROFILES WITH REDUCED GEOMETRICAL CHARACTERISTICS
Veselev Y.A., Karabutov M.S.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O.V., Bulushev S.V.
THE EVOLUTION OF RESIDIAL RESOURCE OF THE MAIN BUILDING R-1 OF "VOLTAYR-PROM" AS A COMPLEX STRUCTURE
Suhina K.N., Pshenichkinа V.A.
Reliability and applicability of modern numerical analyses of dams
Lyapichev Y.P., Mazza G., Mateu E., Zenz G., Carrère A.J.
ACCURACY OF THE NUMERICAL METHOD RESULTS IN THE DISPLACEMENT IN THE ELASTIC REFLECTION OF STRESS WAVES IN THE FORM OF A TRIANGULAR PULSE FROM THE FREE SURFACE OF THE PLATE
Musayev V.K., Dikova E.V., Kormilitsin A.I., Samoylov S.N., Starodubtsev V.V.
RELIABILITY ANALYSIS OF REINFORCED CONCRETE BEAMS WITH SHEAR CRACKS ON REBAR STRENGTH
UTKIN V.S., SOLOVYEV S.A.
THE RELIABILITY AND AVAILABILITY OF HEATING OF THE BUILDING OF CAMPUS OF RUDN UNIVERSITY
Svintsov A.P., Scripnic T.V., Gusamov M.T., Krivoshapkina T.K.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.A.
PLANNING AND SELECTION OF OBJECTS FOR PROPHYLACTIC MEASURES AND REHABILITATION OF UNDERGROUND PIPELINES
Kharun M., Stashevskaya N.A., Koroteev D.D.
ON THE RELIABILITY OF RESULTS OF MATHEMATICAL MODELING OF NONSTATIONARY WAVES OF STRESSES IN THE COMPLEX-FORM OBJECTS
Musayev V.K.
1 - 12 of 12 Items

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