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Showing 1 to 7 of 7 for “"SDOF Analysis"”.

  1. Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading

    … dynamic inelastic single-degree-of-freedom (SDOF) analysis. Overall the analytical results demonstrate that SDOF analysis can be used to predict the blast response of beams built with SFRC.

    ottawa-retro Repository record for Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading (opens in a new tab)

  2. Blast Retrofit of Unreinforced Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites

    … analytical research, Single Degree of Freedom (SDOF) analysis was performed to predict the blast behaviour of the stone load-bearing retrofit wall. This was done by computing wall flexural strength using Plane Section Analysis, and developing an idealized resistance curve for use in the SDOF

    ottawa-retro Repository record for Blast Retrofit of Unreinforced Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites (opens in a new tab)

  3. Increasing the Blast Resistance of Concrete Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites

    … analytical research, Single Degree of Freedom (SDOF) analysis was carried out to predict the blast behaviour of the strengthened walls. This was done by computing wall flexural strength using plane sectional analysis and developing idealized resistance curves for use in the SDOF analysis. In …

    ottawa-retro Repository record for Increasing the Blast Resistance of Concrete Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites (opens in a new tab)

  4. Effect of Corrosion on the Behavior of Reinforced Concrete Beams Subject to Blast Loading

    … also created using a single degree of freedom (SDOF) approach which predicted the performance of corroded RC beams under blast loading. The results of the quasi-static tests revealed that as corrosion levels increased, the load to cause yielding decreased, the yield displacements decreased, and …

    vt Repository record for Effect of Corrosion on the Behavior of Reinforced Concrete Beams Subject to Blast Loading (opens in a new tab)

  5. Probabilistic models for blast parameters and fragility estimates of steel columns subject to blast loads

    This thesis proposes a probabilistic framework to predict the failure probabilities of steel columns subject to blast loads. The framework considers the uncertainties in the blast phenomenon, the demands imposed on the column, and the capacities of the column for the limit states of flexure, local …

    uiuc Repository record for Probabilistic models for blast parameters and fragility estimates of steel columns subject to blast loads (opens in a new tab)

  6. Blast Performance of Hybrid GFRP and Steel Reinforced Concrete Beams

    … tests was an inelastic single-degree-of-freedom analysis to predict the displacement time-history response of the beams. Reasonably good predictions of response were obtained when the advanced material models and the effects of accumulated damage due to repeated blast testing were incorporated …

    vt Repository record for Blast Performance of Hybrid GFRP and Steel Reinforced Concrete Beams (opens in a new tab)

  7. Blast Performance of Hollow Metal Steel Doors

    … or simulated blast tests. A finite element analysis was first performed to compute the door resistance function. Hollow metal door construction was idealized using a bulk material sandwiched between sheet metal skins and internally stiffened by stringers. The properties of the bulk material …

    vt Repository record for Blast Performance of Hollow Metal Steel Doors (opens in a new tab)