The roof truss bearing points of a light-framed wood house were instrumented with load cells. It was found that under dead load alone, symmetric and theoretically identical truss reactions have significant variation. A similar degree of reaction discrepancy was found under the application of uplift pressures caused by hurricane winds. Analysis revealed that the majority of this discrepancy is caused by inherent uncertainties in load path. Although uncertainties in load magnitude and material resistance are accounted for in design by use of appropriate load and resistance factors, load path is generally taken to be deterministic. In this study, load path uncertainty in a test structure is statistically quantified and the effect on the reliab...
The main purpose of the performed research presented in this thesis is to increase the understanding...
Structural design is today concerned with single component performance where each limit state is rel...
Under the supervision of Professor Steven Cramer; Pages: 138.Adapting wood structural design to more...
The roof truss bearing points of a light-framed wood house were instrumented with load cells. It wa...
It has been speculated that much of the losses from hurricane damage to single-family wood-framed re...
ii Light-frame wood construction is the most common form of construction for residential and low-ris...
In structural engineering the system effect is known as the possibility of transversal collaboration...
Load bearing mechanical structures like trusses face uncertainty in loading along with uncertainty i...
Results of tests performed on joints used in timber-frame construction allow characterizing the vari...
Collapse of light-frame wood buildings in earthquakes causes casualties and economic losses. The col...
For structural timber systems such as trusses, system effects related to strength variation within t...
Recent hurricane damages have devastated coastal communities and focused national attention on hurri...
Light-frame wood buildings are widely built in the United States. In the 1994 Northridge earthquake,...
The objective of this technical paper is to show the influence of uncertainties in structural resist...
Typical North American wood frame houses have trusses that are toe-nailed to the wall top-plates. In...
The main purpose of the performed research presented in this thesis is to increase the understanding...
Structural design is today concerned with single component performance where each limit state is rel...
Under the supervision of Professor Steven Cramer; Pages: 138.Adapting wood structural design to more...
The roof truss bearing points of a light-framed wood house were instrumented with load cells. It wa...
It has been speculated that much of the losses from hurricane damage to single-family wood-framed re...
ii Light-frame wood construction is the most common form of construction for residential and low-ris...
In structural engineering the system effect is known as the possibility of transversal collaboration...
Load bearing mechanical structures like trusses face uncertainty in loading along with uncertainty i...
Results of tests performed on joints used in timber-frame construction allow characterizing the vari...
Collapse of light-frame wood buildings in earthquakes causes casualties and economic losses. The col...
For structural timber systems such as trusses, system effects related to strength variation within t...
Recent hurricane damages have devastated coastal communities and focused national attention on hurri...
Light-frame wood buildings are widely built in the United States. In the 1994 Northridge earthquake,...
The objective of this technical paper is to show the influence of uncertainties in structural resist...
Typical North American wood frame houses have trusses that are toe-nailed to the wall top-plates. In...
The main purpose of the performed research presented in this thesis is to increase the understanding...
Structural design is today concerned with single component performance where each limit state is rel...
Under the supervision of Professor Steven Cramer; Pages: 138.Adapting wood structural design to more...