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The matrices of structures with interval parameters are given.
The damper capacity, its supporting member stiffness and building storey stiffness are taken as interval parameters.
Soil stiffnesses and damping ratios as uncertain parameters are treated as interval parameters.
This paper presents an interval optimization method for the dynamic response of structures with interval parameters.
The hybrid structural system includes two kinds of uncertain parameters probabilistic parameters and interval parameters.
In this paper, we study state space models represented by interval parameters and noise.
When the uncertainties in interval parameters are fairly large, the current analysis methods, which are usually based on the information of the first-order partial derivatives of eigenvalues, may not work well for the structural eigenvalue problem with interval parameters.
Existing model solution algorithms can be adapted to interval parameters by replacing conventional arithmetic by interval arithmetic.
The geometric concentration ratio and bottom interval parameters were changed to optimize the surface uniform concentrator (SUC).
The Legendre polynomial series is adopted to approximate the functional dependency of temperature response with respect to the interval parameters.
For many engineering systems, however, the mean values and variances of those random parameters are inherently interval parameters.
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