The finite element analysis method for truss structures with random parameters under random external temperature field was studied.The structural finite element equations which considered the randomness of structural physical parameters
geometry parameters and external temperature field respectively or simultaneously were established by using the random factor method.The computational expressions of the structural displacement response and thermal stress response were deduced by using the algebra synthetic method to obtain the statistical moments of random variable functions.Through a numerical example
the influences of the randomness of various random parameters on the structural displacement response and thermal stress response are analyzed
and the rationality and feasibility of presented model and approach are validated.
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