This thesis aims to evaluate the feasibility of solar panels to be used as aerodynamic mitigation devices to reduce roof suction caused by high-speed winds on flat-roof, low-rise buildings. Roof suction is caused by negative pressures resulting in uplift on the roof, due to the wind passing over the sharp edges of the roof. Suction is a common cause of failure for these types of flat-roof, low-rise buildings during extreme wind events such as hurricanes, as the uplift force can cause the roof to separate from the building. A variety of mitigation devices have been proposed in the literature to mitigate this failure mode, which are expanded upon in the literature review. Solar panels would be a convenient medium to use as a mitigation device...
Soil stiffness is a strain dependent non-linear parameter. Stiffness is the measure of soil deformat...
Gas evolution and expansion is a natural phenomenon in oil and gas wells. However, gas is detrimenta...
The behavior of unsaturated soils is different from the behavior of saturated soil deposits. Unsatur...
This thesis addresses the multi scale heating of a granular energetic solid due to shock loading. To...
Expansion joints are often considered as one of the most vulnerable elements affecting the sustainab...
While many of the destructive environmental conditions associated with tropical cyclones are well re...
The thesis presents an experimental study of heat/mass transfer coefficient in 4:1 aspect ratio smoo...
Sustainable energy generation is crucial to meet the energy demands in the 21st century while keepin...
Film cooling is one of the cooling systems investigated for the application to gas turbine blades. G...
Efficient Numerical Simulation of Aerothermoelastic Hypersonic Vehicles Hypersonic vehicles...
Lean premixed (LP) combustion has become the dominant industrial approach to reduce NOx emissions. H...
The Louisiana Department of Transportation and Development (LADOTD) has a Hydraulics Manual which se...
Fluid flow and heat transfer coefficient associated with flow inside short holes (L/D=1) discharging...
The primary objective of this research is to present results and methodologies used to study total p...
Increasing population and migration of people to cities has led to the construction of high-rise bui...
Soil stiffness is a strain dependent non-linear parameter. Stiffness is the measure of soil deformat...
Gas evolution and expansion is a natural phenomenon in oil and gas wells. However, gas is detrimenta...
The behavior of unsaturated soils is different from the behavior of saturated soil deposits. Unsatur...
This thesis addresses the multi scale heating of a granular energetic solid due to shock loading. To...
Expansion joints are often considered as one of the most vulnerable elements affecting the sustainab...
While many of the destructive environmental conditions associated with tropical cyclones are well re...
The thesis presents an experimental study of heat/mass transfer coefficient in 4:1 aspect ratio smoo...
Sustainable energy generation is crucial to meet the energy demands in the 21st century while keepin...
Film cooling is one of the cooling systems investigated for the application to gas turbine blades. G...
Efficient Numerical Simulation of Aerothermoelastic Hypersonic Vehicles Hypersonic vehicles...
Lean premixed (LP) combustion has become the dominant industrial approach to reduce NOx emissions. H...
The Louisiana Department of Transportation and Development (LADOTD) has a Hydraulics Manual which se...
Fluid flow and heat transfer coefficient associated with flow inside short holes (L/D=1) discharging...
The primary objective of this research is to present results and methodologies used to study total p...
Increasing population and migration of people to cities has led to the construction of high-rise bui...
Soil stiffness is a strain dependent non-linear parameter. Stiffness is the measure of soil deformat...
Gas evolution and expansion is a natural phenomenon in oil and gas wells. However, gas is detrimenta...
The behavior of unsaturated soils is different from the behavior of saturated soil deposits. Unsatur...