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Showing 1 to 20 of 30 for “"inelastic response"”.

  1. Strain rate effects on inelastic response of beams

    Thesis (M.S.)--Michigan State University. Dept. of Civil Engineering, 1965

    msu Repository record for Strain rate effects on inelastic response of beams (opens in a new tab)

  2. Inelastic Response of Steel Frames to Simulated Earthquakes

    Made available in DSpace on 2014-12-10T22:21:52Z (GMT). No. of bitstreams: 1 7310062.pdf: 5901660 bytes, checksum: 7cb4ef2a3e2c842b11755253dbfb3ae0 (MD5) Previous issue date: 1972

    uiuc Repository record for Inelastic Response of Steel Frames to Simulated Earthquakes (opens in a new tab)

  3. Inelastic response spectrum design procedures for steel frames.

    Thesis. 1976. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.

    mit Repository record for Inelastic response spectrum design procedures for steel frames. (opens in a new tab)

  4. The inelastic response of multiple-degree-of-freedom systems

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1997.

    mit Repository record for The inelastic response of multiple-degree-of-freedom systems (opens in a new tab)

  5. Inelastic Response of Reinforced Concrete Columns Subjected to Two-Dimensional Earthquake Motion

    Made available in DSpace on 2014-12-13T19:31:52Z (GMT). No. of bitstreams: 1 7915433.pdf: 6826214 bytes, checksum: 939a23c7713326c2c9d964e5ce3dded6 (MD5) Previous issue date: 1979

    uiuc Repository record for Inelastic Response of Reinforced Concrete Columns Subjected to Two-Dimensional Earthquake Motion (opens in a new tab)

  6. Three-dimensional, inelastic response of single-edge notch bend specimens subjected to impact loading

    … of impact loads is sufficient to produce large inelastic deformations, the assessment of crack-tip conditions must include the effects of plasticity, strain rate and inertia. This research examines the interaction of impact loading, inelastic material deformation and crack geometry with the goal …

    uiuc Repository record for Three-dimensional, inelastic response of single-edge notch bend specimens subjected to impact loading (opens in a new tab)

  7. Behaviour and modelling of the inelastic response of concrete and steel-concrete infrastructures subjected to low-cycle fatigue

    … to guarantee the safety of citizens, the seismic response of infrastructures under an earthquake requires a careful evaluation of the level of damage of structural elements. In this thesis, typical case studies are considered, such as a concrete tunnel lining and a composite steel-concrete bridge. …

    trento Repository record for Behaviour and modelling of the inelastic response of concrete and steel-concrete infrastructures subjected to low-cycle fatigue (opens in a new tab)

  8. Using Pulse R -Factors to Estimate Structural Response to Earthquake Ground Motions

    "A new method is developed for estimating inelastic response to strong ground motions. The method applies strength reduction (R) factors determined for a simple pulse to the elastic spectrum of the ground motions to estimate inelastic response spectra. Optimal pulse shapes and durations are …

    uiuc Repository record for Using Pulse R -Factors to Estimate Structural Response to Earthquake Ground Motions (opens in a new tab)

  9. The permanent deformation of steel portal frames subjected to impulsive loading

    The inelastic response of steel portal frames with a mass attached to the centre of the beam member and subjected to large dynamic loads is studied. The analysis is carried out using the mode approximation technique extended to include strain-rate sensitivity, finite deflections and pulse duration. …

    cape-town Repository record for The permanent deformation of steel portal frames subjected to impulsive loading (opens in a new tab)

  10. The United States sheep industry: producer behavior and supply response

    … expansion and elasticities indicate a relatively inelastic response by producer in the short-run. Subjective factors are found to be important determinants of flock size. The supply function of U.S. sheep inventories is hypothesized to operate under asset fixity in reverse. Implications for …

    vt Repository record for The United States sheep industry: producer behavior and supply response (opens in a new tab)

  11. Estimation of tax rate elasticities of durable assets: utility maximizing approach using the AIDS model

    … research originated on the premise that if the response of various tax bases to changes in tax rates is different, local governments can minimize stress on tax bases by placing differential levels of reliance on these tax bases. Therefore, the objective of this research was to estimate and …

    vt Repository record for Estimation of tax rate elasticities of durable assets: utility maximizing approach using the AIDS model (opens in a new tab)

  12. A study of the maximum transient response of simple fully yielding structures

    … of the characteristic features of the transient response of fully yielding structures to a dynamic exciting force. The study was concerned with an estimation of the maximum possible peak-to-peak amplitude of simple idealised models subjected to pulses of a sinusoidal nature. The study was mainly …

    auckland-ms Repository record for A study of the maximum transient response of simple fully yielding structures (opens in a new tab)

  13. Response of ten story, reinforced concrete model frames to simulated earthquakes

    … of this research was to study both elastic and inelastic response of reinforced concrete structures subjected to strong earthquake excitations. This was a part of continuing research supported by National Science Foundation, Grant ENV 7422962. In the experimental phase, test structures made up …

    uiuc Repository record for Response of ten story, reinforced concrete model frames to simulated earthquakes (opens in a new tab)

  14. Comparison and convergence studies of nonlinear finite element beam-column models

    … The models are tested over the entire range of response. The tests indicate that both models predict accurate responses throughout the range of response. Mesh refinement is seen to increase the accuracy of the models' response predictions. The models achieve identical response predictions in the …

    vt Repository record for Comparison and convergence studies of nonlinear finite element beam-column models (opens in a new tab)

  15. Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy

    … and the residual drift that may result from the inelastic response can make a building difficult, if not financially unreasonable, to repair after an earthquake. As a result, development of systems that return to their initial position (i.e., “self-center”) following an earthquake and minimize …

    uiuc Repository record for Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy (opens in a new tab)

  16. Cyclic Uniaxial Constitutive Model For Steel Reinforcement

    … to cyclic strain histories which lead to inelastic response. In the case of rare, strong earthquakes, inelastic buckling and even rupture due to low-cycle fatigue can also occur. The understanding and characterization of the performance of RC structures under earthquake hazards requires …

    vt Repository record for Cyclic Uniaxial Constitutive Model For Steel Reinforcement (opens in a new tab)

  17. Evaluation of moment redistribution for hybrid HPS 70W bridge girders

    … the influence of key design parameters on the inelastic response of hybrid sections and are also used to assess the validity of proposed redistribution procedures for hybrid girders. Lastly, a design example of a two-span hybrid HPS 70W girder bridge is presented to illustrate the successful …

    wvu Repository record for Evaluation of moment redistribution for hybrid HPS 70W bridge girders (opens in a new tab)

  18. Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US

    … the NMSZ is essential to generate an efficient response from FEMA and its associates and to educate and prepare the general population. The objective of this project is to provide scientifically defensible earthquake impact assessments with the most improved hazard, inventory, and fragility data …

    uiuc Repository record for Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US (opens in a new tab)

  19. Economic analysis of coffee supply in Kenya

    … This is because the standard Nerlovian supply response model is not appropriate for a perennial crop such as coffee. The results of the estimated function are used to estimate the changes in producer surplus of the coffee farmers in Kenya. Separate estimates are obtained for estate producers …

    ubc Repository record for Economic analysis of coffee supply in Kenya (opens in a new tab)

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