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Titlebook: Stochastic Structural Mechanics; U.S.-Austria Joint S Y. K. Lin (Schmidt Chair in Engineering),G. I. Sch Conference proceedings 1987 Spring

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楼主: Animosity
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Stochastic Analysis of Long-Span Bridges with Active Control, investigated. Both problems of single degree of freedom flutter and classical flutter are formulated. The effectiveness of the proposed active control system in suppressing the bridge response and enhancing its stability under strong wind gusts is demonstrated.
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Reliability-Based Optimization of Structural Systems, performed with respect to preliminary design by defining damage as the formation of plastic hinges. The general formulation of the objective function may be easily adapted to more sophisticated damage models.
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Probability Densities of the Response of Non-Linear Structures under Stochastic Dynamic Excitation,of numerical examples. Special attention is given to the choice of types of non-Gaussian distributions. it is shown that some serious shortcomings of series approximations, particularly with respect to negative probability densities can be avoided by using generalized exponential distributions.
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Fatigue of Welded Steel in Sea Water as Applicable to Offshore Structures,st program is described and results presented whereby welded specimens have been fatigued in sea water. The experimental findings are discussed with regard to existing design criteria for offshore structures and the impact of corrosion mitigating techniques which influence fatigue.
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Time-Dependent Power Spectral Densities of Randomly Vibrating Kirchhoff-Plates,ent spectral method where the plate-edge-supports are snaked by a non-stationary stochastic process. As a numerical example the evolution of the output spectral density function is calculated for a simply supported trapezoidal plate.
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Exact Solutions for Nonlinear Systems under Parametric and External White-Noise Excitations, discussed under two schemes based on the concept of detailed balance and the concept of generalized stationary potential, respectively. It is shown that the second scheme is more general and includes the first scheme as a special case. Examples are given to illustrate their applications.
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