Search Results - Aminbaghai, M

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  1. 1
    Exact solution of the bending vibration problem of FGM beams with variation of material properties

    Exact solution of the bending vibration problem of FGM beams with variation of material properties by Murín, J., Aminbaghai, M., Kutiš, V.

    Published in Engineering structures
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  2. 2
    Rigorous amendment of Vlasov's theory for thin elastic plates on elastic Winkler foundations, based on the Principle of Virtual Power

    Rigorous amendment of Vlasov's theory for thin elastic plates on elastic Winkler foundations, based on the Principle of Virtual Power by Höller, R., Aminbaghai, M., Eberhardsteiner, L., Eberhardsteiner, J., Blab, R., Pichler, B., Hellmich, C.

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  3. 3
    Modal analysis of the FGM beams with effect of the shear correction function

    Modal analysis of the FGM beams with effect of the shear correction function by Murin, J., Aminbaghai, M., Hrabovský, J., Kutiš, V., Kugler, S.

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  4. 4
    Modal analysis of the FGM beams with effect of axial force under longitudinal variable elastic Winkler foundation

    Modal analysis of the FGM beams with effect of axial force under longitudinal variable elastic Winkler foundation by Murin, J., Aminbaghai, M., Kutis, V., Hrabovsky, J.

    Published in Engineering structures
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  5. 5
    Modal analysis of the FGM-beams with continuous transversal symmetric and longitudinal variation of material properties with effect of large axial force

    Modal analysis of the FGM-beams with continuous transversal symmetric and longitudinal variation of material properties with effect of large axial force by Aminbaghai, M., Murín, J., Kutiš, V.

    Published in Engineering structures
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  6. 6
    A new 3D Timoshenko finite beam element including non-uniform torsion of open and closed cross sections

    A new 3D Timoshenko finite beam element including non-uniform torsion of open and closed cross sections by Murín, J., Aminbaghai, M., Kutiš, V., Královič, V., Sedlár, T., Goga, V., Mang, H.

    Published in Engineering structures
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  7. 7
    Points of inflection of special eigenvalue functions as indicators of stiffness maxima/minima of proportionally loaded structures

    Points of inflection of special eigenvalue functions as indicators of stiffness maxima/minima of proportionally loaded structures by Wagner, A., Kalliauer, J., Aminbaghai, M., Mang, H.A.

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  8. 8
    Thermo-elastostatic analyzes of new dampers made of polymer springs with negative thermal expansion

    Thermo-elastostatic analyzes of new dampers made of polymer springs with negative thermal expansion by Murín, J, Goga, V, Paulech, J, Hrabovský, J, Sedlár, T, Kutiš, V, Aminbaghai, M

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  9. 9
    Ermittlung der ersten Eigenfrequenz von Einzelstäben mit konstanter Massenbelegung und Einzelmasse sowie mit beliebigen Lagerungen

    Ermittlung der ersten Eigenfrequenz von Einzelstäben mit konstanter Massenbelegung und Einzelmasse sowie mit beliebigen Lagerungen by Aminbaghai, M., Rowohl, D.

    Published in Die Bautechnik
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  10. 10
    Ermittlung der ersten Eigenfrequenz von Einzelstäben mit konstanter Massenbelegung und Einzelmasse sowie mit beliebigen Lagerungen

    Ermittlung der ersten Eigenfrequenz von Einzelstäben mit konstanter Massenbelegung und Einzelmasse sowie mit beliebigen Lagerungen by Aminbaghai, M., Rowohl, D.

    Published in Die Bautechnik
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  11. 11
    Determination of the first eigenfrequency of single beams with constant distribution and single masses considering any kind of bearing

    Determination of the first eigenfrequency of single beams with constant distribution and single masses considering any kind of bearing by Aminbaghai, M, Rowohl, D

    Published in Die Bautechnik
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