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Showing 1 to 9 of 9 for “"Seismic stability"”.

  1. Seismic stability of buckling-restrained braced frames

    … Braced Frames (BRBFs) are widely used as a seismic force-resisting system due to their advantageous properties for ductility and energy dissipation. However, because of the modest overstrength and relatively low post-yielding stiffness, BRBFs subjected to seismic loading may be susceptible …

    uiuc Repository record for Seismic stability of buckling-restrained braced frames (opens in a new tab)

  2. Seismic Stability of Slopes in Sensitive Cohesive Soils

    … factor for use of the vane shear strengths in seismic stability evaluations was proposed. The validity of the proposed correction factor was verified using the Fourth Avenue, L-Street, Sainte-Thecle, and Saint-Adelphe earthquake induced landslides.

    uiuc Repository record for Seismic Stability of Slopes in Sensitive Cohesive Soils (opens in a new tab)

  3. Static and Seismic Stability of Cut Slopes in Terms of Reliability

    A method is developed for evaluating the static stability of a cut slope formed by strain-softening soil such as highly overconsolidated clay considering progressive failure as the critical failure mode. The stress condition along a potential failure surface both prior to and after an excavation is …

    uiuc Repository record for Static and Seismic Stability of Cut Slopes in Terms of Reliability (opens in a new tab)

  4. SEISMIC ANALYSES OF SLOPE STABILITY AND LIMITING EARTH PRESSURES ACTING ON RETAINING STRUCTURES

    … analysis was proposed to investigate the seismic stability of a soil slope and assess seismic limiting earth pressures acting on retaining structures. Such an analysis enables one to account for varying soil properties and complicated earthquake inputs, since it combines the advantages of …

    nus Repository record for SEISMIC ANALYSES OF SLOPE STABILITY AND LIMITING EARTH PRESSURES ACTING ON RETAINING STRUCTURES (opens in a new tab)

  5. Seismic induced flow deformation and remediation study of Sardis Dam

    Previous investigations of the seismic stability of Sardis Dam indicated that the entire central silt core and a weak clayey silt layer in the dam foundation are susceptible to liquefaction which could result in large losses of shear strengths in these liquefied soils. The post-liquefaction …

    ubc Repository record for Seismic induced flow deformation and remediation study of Sardis Dam (opens in a new tab)

  6. Evaluation of nuclear spent fuel dry storage casks and storage facility designs

    … aspects also determined by calculation were the seismic stability of casks and the cask footprint. The results obtained show the relationship of the spent fuel (SF) packing density between the different casks. Different shielding materials are used in the casks and it aided the heat transfer …

    cape-town Repository record for Evaluation of nuclear spent fuel dry storage casks and storage facility designs (opens in a new tab)

  7. Performance assessment of special concentrically-braced frames in moderate seismic regions

    … systems are a type of CBF commonly used in high seismic regions because they are designed to permit large inelastic drifts. Ductile detailing and capacity design requirements ensure braces are the main source of energy dissipation in the system. While the design of SCBFs in high seismic regions …

    uiuc Repository record for Performance assessment of special concentrically-braced frames in moderate seismic regions (opens in a new tab)

  8. An Experimental Study of the Dynamic Behavior of Slickensided Surfaces

    … drained residual shear strength for analyses of seismic stability of slickensided clay slopes. This represents a departure from the current state of practice, which is to use the drained residual shear strength as a "first-order approximation of the residual strength friction angle under …

    vt Repository record for An Experimental Study of the Dynamic Behavior of Slickensided Surfaces (opens in a new tab)

  9. Seismic design and performance of multitiered ordinary concentrically braced frames

    Submission published under a 24 month embargo labeled 'Closed Access', the embargo will last until 2027-05-01

    uiuc Repository record for Seismic design and performance of multitiered ordinary concentrically braced frames (opens in a new tab)