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Title
Authors
Rational Outline of Timber Beams
Lisyatnikov M.S., Repin A.V., Terentyev K.M., Roshchina S.I.
Deformation of a Beam Lying on an Elastic Foundation with Different Variants of the Foundation Flexibility Coefficient
Gorkina M.R.
Areas of rational operation of steel rolling beams secured against curvatures
Golikov A.V., Veremeev D.V.
A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP
Galishnikova V.V., Gebre T.H.
The development of chart based method for steel beam designs using the Russian sections
Gebre T.H.
ANALYSIS OF THE EDGE EFFECT OF SHEAR STRESSES IN THE SHIFT OF A TWO-LAYER BEAM
Andreev V.I., Tsybin N.Y., Turusov R.A.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.A.
ON DEFORMATION OF BENDING OF A BEAM SUBJECTED TO UNIFORMLY DISTRIBUTED LOAD
ALDABERGENOV A.K.
DETERMINATION OF ALLOWABLE DISTANCE BETWEEN THE VERY HEAVY TRUCKS PASSED THROUGH THE RUSSIAN PMP FLOATING BRIDGE
SALAMAKHIN P.M., NGUEN M.T.
EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION
POTAPOV V.D., FIMKIN A.I., PEPANYAN A.R.
VIBRATION OF BEAMS, LYING ON THE SOLID NONLOCAL ELASTIC FOUNDATION
Vasilenko A.A.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
DAMAGE DIAGNOSIS OF A HINGE SUPPORT BEAM
Ilgamov M.A., Khakimov A.G.
1 - 13 of 13 Items

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