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Showing 1 to 7 of 7 for “"Collapse loads"”.

  1. Collapse Loads of Wooden Columns With Various Eccentricities and End Restraints

    Made available in DSpace on 2014-12-11T17:36:01Z (GMT). No. of bitstreams: 1 7105113.pdf: 4853882 bytes, checksum: 8be58cdf6a50a19dafd47435437bb73f (MD5) Previous issue date: 1970

    uiuc Repository record for Collapse Loads of Wooden Columns With Various Eccentricities and End Restraints (opens in a new tab)

  2. Aplicação do M.E.F. na análise do colapso de tubulações submarinas para águas profundas

    … on the numerical analysis and determination of collapse loads in deepwater pipelines, which are subjected to high external hydrostatic pressures. These pipelines present very small diameter-to-thickness ratios, thus requiring rigorous considerations on their analysis and design. The Finite …

    brazil-uerj Repository record for Aplicação do M.E.F. na análise do colapso de tubulações submarinas para águas profundas (opens in a new tab)

  3. The instability of slender reinforced concrete columns. A buckling study of very slender reinforced concrete columns between the slenderness ratios of 30 and 79 Including essential creep investigations, and leading to design recommendations.

    … strength of the tested columns near buckling collapse failures. A theory using the fundamental approach has, been developed to predict the deflected shape and moments along the, heights of the columns at various stages of loading. The proposed theory predicts with good correlations the …

    bradford Repository record for The instability of slender reinforced concrete columns. A buckling study of very slender reinforced concrete columns between the slenderness ratios of 30 and 79 Including essential creep investigations, and leading to design recommendations. (opens in a new tab)

  4. Behavior of Connection with Beam Bearing on Bottom Flange of Girder

    … that were used to develop a model to predict the collapse loads of the girder sections. These results from the model were then compared to the experimental loads. A design procedure utilizing the proposed model and future work recommendations are then presented.

    vt Repository record for Behavior of Connection with Beam Bearing on Bottom Flange of Girder (opens in a new tab)

  5. Elementos finitos para a análise limite de cascas axissimétricas via programação não-linear

    … Therefore, upper bounds and lower bounds of the collapse loads are found for some problems: conical, spherical, ellipsoidal, torispherical shells etc. These numerical results are illustrated and compared with existing ones described in the literature and others provided from elastic-plastic …

    brazil-uerj Repository record for Elementos finitos para a análise limite de cascas axissimétricas via programação não-linear (opens in a new tab)

  6. The buckling and post-buckling behaviour of simply supported rectangular plates with centrally located circular holes

    … into the buckling, post-buckling behaviour and collapse of simply supported square and rectangular plates with centrally located circular holes. The review of the current literature is preceded by a brief description of the approximate methods of plate buckling and post-buckling analysis. The …

    strathclyde Repository record for The buckling and post-buckling behaviour of simply supported rectangular plates with centrally located circular holes (opens in a new tab)

  7. Finite element analyses of gravity earth retaining structures founded on soil

    … which are performed using assumed earth loads based on simplified earth pressure theories. Recent finite element studies performed on gravity retaining walls founded on rock revealed that the use of conventional methods may lead to overly conservative results. The effects of …

    vt Repository record for Finite element analyses of gravity earth retaining structures founded on soil (opens in a new tab)