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Showing 1 to 20 of 20 for “"incremental dynamic analysis"”.

  1. Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift

    … drift in steel moment frames, and the use of incremental dynamic analysis as a method of visualizing the behavior of these moment frames when subjected to seismic load effects. Models of three story and nine story steel moment frames were designed to meet typical strength requirements for …

    vt Repository record for Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift (opens in a new tab)

  2. Use of Incremental Dynamic Analysis to Assess the Performance of Steel Moment-Resisting Frames with Fluid Viscous Dampers

    … thesis presents the results of a study that uses Incremental Dynamic Analysis to assess the seismic performance of steel moment-resisting frames with fluid viscous dampers subjected to earthquake ground motions. The study systematically investigated the effects of linear and nonlinear dampers on …

    vt Repository record for Use of Incremental Dynamic Analysis to Assess the Performance of Steel Moment-Resisting Frames with Fluid Viscous Dampers (opens in a new tab)

  3. Effect of Variation of the Systemic Parameters on the Structural Response of Single Degree of Freedom Systems Subjected to Incremental Dynamic Analysis

    … of single degree of freedom systems subjected to Incremental Dynamic Analysis. The systemic parameters are mass, stiffness, damping, yield strength and geometric stiffness. Each of these parameters was varied one at a time while the other values were kept constant. For each variation of parameters …

    vt Repository record for Effect of Variation of the Systemic Parameters on the Structural Response of Single Degree of Freedom Systems Subjected to Incremental Dynamic Analysis (opens in a new tab)

  4. Flexural Behavior of Interlocking Compressed Earth Block Shear Walls Subjected to In-Plane Loading

    … flexure dominant ICEB walls: a nonlinear static analysis model assuming lumped plasticity and a plastic analysis model. In addition, incremental dynamic analysis was conducted to address the seismic performance of flexure dominant ICEB buildings. Based on the database from the incremental dynamic

    calpoly Repository record for Flexural Behavior of Interlocking Compressed Earth Block Shear Walls Subjected to In-Plane Loading (opens in a new tab)

  5. Nonlinear Dynamic Analysis of Structures with Hyperelastic Devices

    … with hyperelastic bracing using nonlinear and incremental dynamic analysis. New analytical software is implemented in the investigation of the structure, and the study seeks to investigate the effectiveness of hyperelastic bracing as a seismic protection device. Hyperelastic braces incorporate …

    vt Repository record for Nonlinear Dynamic Analysis of Structures with Hyperelastic Devices (opens in a new tab)

  6. Test-driven fault navigation for debugging reproducible failures

    … with the scientific method. Based on the analysis of passing and failing test cases, we reveal anomalies and integrate them into a breadth-first search that leads developers to defects. This systematic search consists of four specific navigation techniques that together support the …

    potsdam-diss Repository record for Test-driven fault navigation for debugging reproducible failures (opens in a new tab)

  7. Evaluation of Strength Reduction Factor for Concentrically Braced Frames Based on Nonlinear Single Degree-of-Freedom Systems

    … Concentrically Braced Frame (CBF) under incremental dynamic analysis over a suite of ground motions. Parameters of the study include brace slenderness, fundamental frequency, increment resolution, FEM mesh refinement, effects of leaning columns, and effects of low-cycle fatigue. Results …

    calpoly Repository record for Evaluation of Strength Reduction Factor for Concentrically Braced Frames Based on Nonlinear Single Degree-of-Freedom Systems (opens in a new tab)

  8. Development of Fragility Curve Database for Multi-Hazard Performance Based Design

    … through the PBD. A mathematical model for incremental dynamic analysis was developed to fit the existing data in the database in a manageable way. Three sets of data were collected to initialize the database: 1) responses of structures subjected to hazard; 2) fragility curves; 3) …

    vt Repository record for Development of Fragility Curve Database for Multi-Hazard Performance Based Design (opens in a new tab)

  9. Response modification factor of reinforced concrete moment resisting frames in developing countries

    … used in such countries. This study utilizes incremental dynamic analysis (IDA) and peak ground parameters to determine the R factor of reinforced concrete (RC) moment resisting frames (MRFs) in Pakistan. A suite of ground motion records from the region is used in the study. Two-dimensional …

    uiuc Repository record for Response modification factor of reinforced concrete moment resisting frames in developing countries (opens in a new tab)

  10. Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction

    … with the implicit consideration of aerodynamic damping by estimating appropriate load factors.</p> <p>In the next step, the developed platform is used to evaluate the effects of aerodynamic and seismic load coupling on the power generation and structural dynamics behavior of wind …

    must-thes Repository record for Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction (opens in a new tab)

  11. Nonlinear Analysis of Multistory Structures Using "NONLIN"

    … learn so many concepts in the field of nonlinear dynamic analysis and practical earthquake engineering. I would also like to acknowledge my other committee members, Dr. Raymond Plaut and Dr. W. Samuel Easterling, for taking the time to review the thesis and providing valuable insights and feedback …

    vt Repository record for Nonlinear Analysis of Multistory Structures Using "NONLIN" (opens in a new tab)

  12. Effect of Viscous Fluid Dampers on Steel Moment Frame Designed for Strength and Hybrid Steel Moment Frame Design

    … behavior would be obtained in terms of dynamic stability. Incremental Dynamic Analysis (IDA) was implemented to investigate the benefits of the dampers on the structural behavior. Using ten different earthquakes scaled up to a maximum target multiplier two, with ten increments, damage …

    vt Repository record for Effect of Viscous Fluid Dampers on Steel Moment Frame Designed for Strength and Hybrid Steel Moment Frame Design (opens in a new tab)

  13. 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)

  14. Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design

    … should be generated for use in seismic analysis and design.</p> <p>The dynamic response of a system is highly dependent on the input ground motion characteristics, especially when system response is in the nonlinear range. There are two commonly used domains in characterizing ground …

    syracuse-diss Repository record for Application of Wavelet Transform to Endurance Time Analysis Method for Performance-based Seismic Design (opens in a new tab)

  15. Improved ground motion intensity measures for reliability-based demand analysis of structures

    … For that purpose, Probabilistic Seismic Demand Analysis (PSDA) is utilized as a tool to estimate the Mean Annual Frequency (MAF) of exceeding a specified value of a structural Engineering Demand Parameter (EDP). This dissertation focuses mainly on applying an average of a certain number of …

    bologna Repository record for Improved ground motion intensity measures for reliability-based demand analysis of structures (opens in a new tab)

  16. The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures

    … development of a new high performance nonlinear dynamic finite element analysis program which is also used to analyze all the LFWS finite element models presented in this study. The program is named WoodFrameSolver and is written on a mixed language platform Microsoft Visual Studio .NET using …

    vt Repository record for The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures (opens in a new tab)

  17. Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States

    … collapse. The parameter study involved nonlinear dynamic analyses using single-degree-of-freedom (SDOF) bilinear models. Four parameters were associated with the SDOF models — the lateral stiffness, the post-yield stiffness ratio, the yield strength, and the stability ratio (P-Delta effects). …

    vt Repository record for Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States (opens in a new tab)

  18. Stochastic prediction of collapse of building structures under seismic excitations

    … Despite recent advances in static and dynamic nonlinear constitutive modeling of such structures, accurate prediction of structural collapse with systematic incorporation of uncertainty still remains a question, especially for structural evaluation and design of actual structures. The …

    uiuc Repository record for Stochastic prediction of collapse of building structures under seismic excitations (opens in a new tab)

  19. Structural System Reliability with Application to Light Steel-Framed Buildings

    A general framework to design structural systems for a system-reliability goal is proposed. Component-based structural design proceeds on a member to member basis, insuring acceptable failure probabilities for every single structural member without explicitly assessing the overall system safety, …

    vt Repository record for Structural System Reliability with Application to Light Steel-Framed Buildings (opens in a new tab)

  20. Post-seismic response and repair of earthquake-damaged reinforced concrete bridges

    “In bridge structures, column members are typically designed to be the primary source of energy dissipation during an earthquake. Therefore, reinforced concrete (RC) bridges that are damaged in an earthquake tend to have damage to the column members. While many studies have been conducted on …

    must-thes Repository record for Post-seismic response and repair of earthquake-damaged reinforced concrete bridges (opens in a new tab)