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Showing 1 to 12 of 12 for “"Response History Analysis"”.

  1. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis

    … the parameters required to perform linear response history analysis according to Chapter 16 of the American Standard ASCE 7-10. A careful analysis is presented about the selection of ground motions using real records and using artificial records generated such that their response spectrum …

    vt Repository record for Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis (opens in a new tab)

  2. Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes

    … buildings and the development of a simple linear response history analysis for building codes. In the United States the building codes are generally silent on the issue of serviceability. This has led to a wide variation in design practices related to service level wind loads. Chapter 2 of this …

    vt Repository record for Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes (opens in a new tab)

  3. Experimental investigation of the response of reinforced concrete structural walls subjected to static and dynamic loading

    … of this study was to investigate the hysteretic response of reinforced-concrete (R/C) structural walls that are susceptible to shear failure after flexural yielding. The investigation was divided into an experimental and an analytical phase. There were three main objectives in the experimental …

    uiuc Repository record for Experimental investigation of the response of reinforced concrete structural walls subjected to static and dynamic loading (opens in a new tab)

  4. Finite Element Modeling for Prediction of Low Frequency Floor Vibrations Due to Walking

    … apply to atypical floor framing. Finite element analysis is a logical choice for predicting vibration response to walking, but simplified designer-friendly procedures are not available. Three relatively simple, experimentally verified methods of predicting low frequency floor vibration due to …

    vt Repository record for Finite Element Modeling for Prediction of Low Frequency Floor Vibrations Due to Walking (opens in a new tab)

  5. Application of visco-hyperelastic devices in structural response control

    … This was followed by a nonlinear dynamic response history analysis of a single-story steel frame with and without the device to study the effects of the device in controlling structural response to ground excitations. Static analyses were also done to verify the stabilizing effects of the …

    vt Repository record for Application of visco-hyperelastic devices in structural response control (opens in a new tab)

  6. Seismic Performance Assessment of Wood-Frame Shear Wall Structures

    … designs under the influence of modeling and analysis parameter variations. The first step towards the broad objective of seismic performance evaluation is to identify the different modeling and analysis parameters that can have a potential influence in the seismic response variations. The …

    vt Repository record for Seismic Performance Assessment of Wood-Frame Shear Wall Structures (opens in a new tab)

  7. Analyzing the Effect of Moving Resonance on Seismic Response of Structures using Wavelet Transforms

    … intensity show significant variation in their response. This effect of ground motion randomness on the variation of structural response is defined as Record-to-Record (RTR) Variability. Ground motion characteristics that contribute to this variability in response includes the variation of …

    vt Repository record for Analyzing the Effect of Moving Resonance on Seismic Response of Structures using Wavelet Transforms (opens in a new tab)

  8. Performance Assessment of Seismic Resistant Steel Structures

    … assumptions made within provisions for nonlinear response history analyses. In the first study, two innovative systems, which are hybrid buckling restrained braces and collapse prevention systems, are compared to their traditional counterparts using a combination of the FEMA P-695 and FEMA P-58 …

    vt Repository record for Performance Assessment of Seismic Resistant Steel Structures (opens in a new tab)

  9. Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF)

    … their effect on global system hysteretic response and their effect on system components. These large-scale experiments validated the performance of the system, allowed the investigation of detailing and construction methods, provided information on the behavior of the individual components …

    vt Repository record for Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF) (opens in a new tab)

  10. An Investigation of the Behavior of Structural Systems with Modeling Uncertainties

    … of the behavior of structural systems. Analysis characteristics, such as ground motion records, material properties, and structural component behavior are defined by probabilistic distributions. The response is also characterized probabilistically, with distributions fitted to analysis

    vt Repository record for An Investigation of the Behavior of Structural Systems with Modeling Uncertainties (opens in a new tab)

  11. Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings

    … models were then utilized to study the nonlinear response history behavior of four prototype building structures using Ring Shaped - Steel Plate Shear Walls and conventional steel plate shear walls. The nonlinear response history analyses investigated the application of the system to a short …

    vt Repository record for Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings (opens in a new tab)

  12. Evaluating Shear links for Use in Seismic Structural Fuses

    … systems, which have been shown in preliminary analysis to have improved hysteretic behavior including increased stiffness and energy dissipating ability. Both of these characteristics lead to reduced drifts during earthquakes, which in turn leads to a reduction of drift related structural and …

    vt Repository record for Evaluating Shear links for Use in Seismic Structural Fuses (opens in a new tab)