THE CALCULATION OF STRESS-STRAIN STATE OF THREE-LAYER BEAM TAKING INTO ACCOUNT EDGE EFFECTS by Kh. M. Muselemov, A. O. Omarov, T. O. Ustarkhanov

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EFFICIENCY OF STRUT-FRAMED BEAMS WITH OPTIMAL PARAMETERS by A. K. Yusupov, Kh. M. Muselemov, T. O. Ustarkhanov

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STRESS-DEFORMED STATE OF A STRUT-FRAMED CRANE GIRDER by Kh. M. Muselemov, O. M. Ustarkhanov, A. K. Yusupov

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CALCULATION OF SANDWICH STRUCTURES UNDER DYNAMIC LOAD CONCENTRATED LOAD by R. M. Kerimov, Kh. M. Muselemov, O. M. Ustarkhanov

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Stress-deformed state of a three-layer structure taking into account the hypothesis of cubic displacement pattern over the thickness of a filler by O. M. Ustarkhanov, Kh. M. Muselemov, Kh. M. Gapparov

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METAL BEAMS, REINFORCED BONGS by Kh. M. Muselemov, O. M. Ustarkhanov, A. K. Yusupov

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THE INFLUENCE ON THE STRESS-STRAIN STATE SANDWICH BEAMS PARAMETERS OF DISCRETE FILLER by U. A. Kiayvov, Kh. M. Muselemov, O. M. Ustarkhanov, T. O. Ustarkhanov

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INCREASE OF THE BEARING ABILITY OF THE COLUMNS STRENGTHENED BY INHALINGS by Kh. M. Muselemov, O. M. Ustarkhanov, A. K. Yusupov, I. T. Yarakhmedov

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DETERMINATION OF THE OPTIMAL SIZE AND FORM OF HONEYCOMB FOR A SANDWICH AT THE ACTION OF STATIC LOAD by O. M. Ustarkhanov, Kh. M. Muselemov, U. A. Kiayvov, T. O. Ustarkhanov

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CALCULATION OF THREE-LAYER BEAMS BY THE FINITE ELEMENT-METHOD WITH THE HELP OF LIRA PC by A. I. Bulgakov, R. M. Manapov, Kh. M. Muselemov, O. M. Ustarkhanov

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