PROGNOSIS OF REINFORCED CONCRETE STRUCTURES RELIABILITY BY THE LOGICAL-PROBABILISTIC METHODS
Journal: Academic Journal "Industrial Machine Building, Civil Engineering" (Vol.1, No. 43)Publication Date: 2014-12-26
Authors : T. Shevthenko;
Page : 87-92
Keywords : reliability; probabilistic methods of calculations; taking into account of uncertainty conditions; fuzzy logic; subjective factor.;
Abstract
This thesis focuses on the development of a methodology of prognosis of reliability of reinforced concrete structures taking into account of influence of changeable parameters and subjective factor, caused by human activity at all stages of structures’ life cycle.
Other Latest Articles
- ANALYSIS OF CORRELATION LINKS STOCHASTIC CHARACTERISTICS CONSTRUCTION
- 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
Last modified: 2016-07-25 16:23:09