A structural analysis model for parallel-member wood joist floors is developed that includes the effect of component creep. Viscoelastic material models are calibrated using the data from a recently completed experimental program conducted as part of this overall study. Using this system model, deflection serviceability reliability analyses of parallel-member wood systems, including the effects of creep deformation, are conducted. Stochastic load models are used to simulate the time-varying nature of applied loads. Multiple limit state definitions for deflection serviceability of parallel-member wood floors are considered. Monte Carlo simulation is used to evaluate limit state probabilities. Reliability indices for current serviceability de...
Graduation date: 2003A considerable amount of research has focused on load-sharing and system\ud eff...
A review is presented of the effects of constant and transient moisture and temperature conditions o...
Methods are presented for calculating limit state probabilities of engineered wood structural member...
Multiple-member wood structural systems are designed using the current National Design Specification...
Current structural wood design specifications include limited provisions to account for the time-dep...
Graduation date: 1993In a majority of light-frame wood buildings, studs\ud and joists are the basic ...
Wood experiences a significant loss of strength and stiffness when loaded over period of time. This ...
The load-duration behavior of wood floor joists was examined using the Monte Carlo method. The simul...
An approximate system reliability analysis method, including system effects and load duration effect...
This paper presents the structural reliability assessment of a two span timber floor of strength cla...
Damage accumulation in wood structural members was assessed using realistic stochastic modeling of l...
In order to achieve a consistent level of failure probability, structural design codes are optimized...
In many design situations the acceptable performance of structures is defined by serviceability requ...
The mechanism leading to the reduction in strength of a wood member under sustained loads is one of ...
The purpose of this thesis was to determine the design properties for new wood-base materials using ...
Graduation date: 2003A considerable amount of research has focused on load-sharing and system\ud eff...
A review is presented of the effects of constant and transient moisture and temperature conditions o...
Methods are presented for calculating limit state probabilities of engineered wood structural member...
Multiple-member wood structural systems are designed using the current National Design Specification...
Current structural wood design specifications include limited provisions to account for the time-dep...
Graduation date: 1993In a majority of light-frame wood buildings, studs\ud and joists are the basic ...
Wood experiences a significant loss of strength and stiffness when loaded over period of time. This ...
The load-duration behavior of wood floor joists was examined using the Monte Carlo method. The simul...
An approximate system reliability analysis method, including system effects and load duration effect...
This paper presents the structural reliability assessment of a two span timber floor of strength cla...
Damage accumulation in wood structural members was assessed using realistic stochastic modeling of l...
In order to achieve a consistent level of failure probability, structural design codes are optimized...
In many design situations the acceptable performance of structures is defined by serviceability requ...
The mechanism leading to the reduction in strength of a wood member under sustained loads is one of ...
The purpose of this thesis was to determine the design properties for new wood-base materials using ...
Graduation date: 2003A considerable amount of research has focused on load-sharing and system\ud eff...
A review is presented of the effects of constant and transient moisture and temperature conditions o...
Methods are presented for calculating limit state probabilities of engineered wood structural member...