Global ETD Search

Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.

Results

Showing 1 to 8 of 8 for “"Low-rise structures"”.

  1. Wavelet Analysis of Extreme Wind Loads on Low-Rise Structures

    … with the objective of reducing wind damage to structures. Wind tunnel simulations of wind loads have been the major source of building codes. However, a simple comparison of pressure coefficients measured in wind tunnel simulations with full-scale measurements show that the simulations, in …

    vt Repository record for Wavelet Analysis of Extreme Wind Loads on Low-Rise Structures (opens in a new tab)

  2. Analysis, Simulation and Control of Peak Pressure Loads on Low-Rise Structures

    … the characteristics of extreme loads on low-rise structures through analysis of full-scale and numerical data. We also use numerical simulations to evaluate different approaches to control the separated flow over a surface-mounted prism with the objective of reducing extreme pressure …

    vt Repository record for Analysis, Simulation and Control of Peak Pressure Loads on Low-Rise Structures (opens in a new tab)

  3. Comparison of Paul and Morlet Wavelets for Measuring the Characteristic Scale of Peak Pressure Events on Low-Rise Structures

    A methodology to measure a characteristic time scale (duration) of peaks in pressure and velocity data is presented. This methodology is based on the use of the Morlet and Paul wavelets. Detailed descriptions of these wavelets and their implementation procedures are given. The results show that …

    vt Repository record for Comparison of Paul and Morlet Wavelets for Measuring the Characteristic Scale of Peak Pressure Events on Low-Rise Structures (opens in a new tab)

  4. Use of the Discrete Vortex Method to Calculate Wind Loads over a Surface-Mounted Prism and a Bridge Cross-Section with Flaps

    … Vortex Method (DVM) as a tool to determine the flow field and associated wind loads over structures. Two structures are considered: the first is a surface-mounted prism and is used to simulate wind loads over low-rise structures. The second is a bridge section with attached flaps that can be …

    vt Repository record for Use of the Discrete Vortex Method to Calculate Wind Loads over a Surface-Mounted Prism and a Bridge Cross-Section with Flaps (opens in a new tab)

  5. Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability

    While designing metal buildings for wind drift, for simplicity of analysis and design, connection at base of column is considered as pinned which provides no rotational restraint. The actual behavior of the connection however, is partially rigid, that provides some rotational stiffness even in case …

    vt Repository record for Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability (opens in a new tab)

  6. Effects of a Flexible Foundation on the Response of a Timber Shear Wall

    … provide resistance to lateral loading for many low-rise structures in North America. Research performed on shear walls has assumed that a wall is supported by a relatively stiff foundation, such as a concrete block wall, along the entire length of the wall. However, walls are sometimes supported …

    vt Repository record for Effects of a Flexible Foundation on the Response of a Timber Shear Wall (opens in a new tab)

  7. Experimental and Numerical Investigations of the Effects of Incident Turbulence on the Flow Over a Surface-Mounted Prism

    … of the effects of free stream turbulence on the flow field over a surface-mounted prism is examined through experimental and numerical investigations. In the experimental studies, particle image velocimetry measurements are conducted in the ESM water tunnel at Reynolds number of $9,600$ and under …

    vt Repository record for Experimental and Numerical Investigations of the Effects of Incident Turbulence on the Flow Over a Surface-Mounted Prism (opens in a new tab)

  8. Analysis of surface pressure and velocity fluctuations in the flow over surface-mounted prisms

    … Reynolds number associated with wind loads on structures is of the order of 10^7. This is further complicated by the high levels of turbulence fluctuations associated with strong winds. On the other hand, numerical and wind tunnel simulations are usually carried out at smaller values of Re. …

    vt Repository record for Analysis of surface pressure and velocity fluctuations in the flow over surface-mounted prisms (opens in a new tab)