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The strength and load parameters are considered as random variables.
Therefore, years and sites were considered as random.
The material properties and initial projectile velocity are considered as random parameters.
Due-dates, operation time and contracts between order and resource agents are considered as random variables.
Four parameters related to the modified Hoek Brown failure criterion are considered as random variables.
In many instances, these parameters should actually be considered as random variables or random fields.
Initial imperfections are generally considered as random variables and random fields.
The spring rate and viscous friction are considered as random variables with normal distributions.
In the analysis, material properties, strength, and pressure loading were considered as random variables.
To represent true field situations, the factors affecting the design are considered as random variables.
The material and the physical properties are considered as random parameters.
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