ANALYSIS OF CORRELATION LINKS STOCHASTIC CHARACTERISTICS CONSTRUCTION
Journal: Academic Journal "Industrial Machine Building, Civil Engineering" (Vol.1, No. 43)Publication Date: 2014-12-26
Authors : V. Chichulin; K. Chichulina;
Page : 81-86
Keywords : correlation coefficient; the probability of failure; the probability of failure-free operation; the system element failure; dependence; independence.;
Abstract
The paper presents some peculiarities of pair correlation coefficient. Grounded consideration interrelation elements in determining the probability of failure-free operation of building structures. Determined that the reliability of series-connected elements increases with consideration of the pair correlation. It is received to a formula of definition of the linearized function of probability of no-failure operation taking into account of coefficient of the generalized covariance, and also sedate dependence of probability of refusual of coefficient of pair correlation.
Other Latest Articles
- RELIABILITY ASSESSMENT OF CONSTRUCTIONS INCLUDING INACCURACY OF COMPUTATIONAL METHOD AND INCOMPLETENESS OF BASELINE INFORMATION. APPLICATION TASKS ON THE BASIS OF THIS MODEL
- THE PROBLEM OF DETERMINATION OF PARTIAL FACTORS FOR DESIGN MODELS OF STEEL STRUCTURES WITHIN RELIABILITY CONCEPT ADOPTED IN THE EUROCODES
- THE PROBABILITY METHOD CALCULATION OF CONCRETE FILLED STEEL TUBES WITH LOCAL DAMAGES OF STEEL TUBE
- METHOD FOR TECHNICAL CONDITION ASSESSING OF OPERATED REINFORCED CONCRETE BENDING CONSTRUCTIONS ON THE BASIS OF THE TEST LOAD WITHOUT DESTRUCTION
- PROBABILISTIC MODELING UNCERTAINTY OF RESISTANCE MODEL OF STEEL MEMBERS
Last modified: 2016-07-25 16:22:11