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Probability of structural failure under random loading
Upper and lower bounds are given for probability that random process continuous in mean square, crosses barriers at certain constants denoting critical stresses or displacements in time interval under zero initial condition; displacement of damped oscillator with one degree of freedom due to nonstationary Gaussian random input is investigated as illustration of analysis that does not require input to be white noise; under certain conditions, approximations for lower and upper bounds of probability are numerically evaluated by using computer; applications to air and spacecraft subjected to infrequent severe atmospheric turbulence and to structures subject to earthquake accelerations are suggested.
Probability of structural failure under random loading
Upper and lower bounds are given for probability that random process continuous in mean square, crosses barriers at certain constants denoting critical stresses or displacements in time interval under zero initial condition; displacement of damped oscillator with one degree of freedom due to nonstationary Gaussian random input is investigated as illustration of analysis that does not require input to be white noise; under certain conditions, approximations for lower and upper bounds of probability are numerically evaluated by using computer; applications to air and spacecraft subjected to infrequent severe atmospheric turbulence and to structures subject to earthquake accelerations are suggested.
Probability of structural failure under random loading
ASCE Structural Eng Conference -- Preprint
Shinozuka, M. (author)
ASCE Structural Engineering Conference ; 1964
1964
31 pages
Conference paper
English
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