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Part IV


                                                                Structural Reliability



                  Chapter 24  Random Variables and Uncertainty Analysis

                  24.1  Introduction

                  Strictly speaking, all  the  variables in  the  engineering structures are stochastic to  a  certain
                  degree. Structural reliability analysis deals with the rational treatment of random variables and
                  uncertainties  in  the  structural  engineering  design,  inspection,  maintenance  and  decision
                  making.
                  This Chapter presents the basics of  statistical description of random variables that  are the
                  foundation for reliability analysis. Measures of uncertainties are discussed, loads and capacity
                  of ship structures are used to illustrate the uncertainty analysis. Further reading is referred to
                  Ang and Tang (1975), Benjamin and Cornel1 (1970), Thoft-Christensen and Baker (1982),
                  Mansour (1 997) and Melchers (1999).


                  24.2  Random Variables
                  24.2.1  General
                  Marine structures are subjected to loads that are random in nature, such as wave, current and
                  wind actions. It is not possible to forecast deterministically, e.g. the height and direction of the
                  next  single  wave  that  will  act  on  the  structures.  Neither  it  is  possible  to  predict
                  deterministically the structural response to those actions for a certain coming instant.
                  Random variables may  be  used  to describe the uncertainties in the basic variables such as
                  spatial and time variation of external loads, material properties, dimensions, etc. In practice,
                  these variables are basic in the sense that they are the most fundamental quantities used  by
                  engineers and analysts in structural analysis and design. For instance, the yield stress of steel
                  can be considered as a basic random variable for the purposes of structural reliability analysis.
                  It should be mentioned that it is generally impracticable to obtain sufficient statistical data to
                 model the variations in the loads and strength for structures. Reliance must be placed on the
                  ability of the analyst to synthesize this higher level information when required.
                  24.2.2  Statistical Descriptions

                 A random  variable X  is a real function defined on a sample space. For every real number x
                 there exists a probability P[X 5x1. A realization x of the random variable Xis any outcome of
                 the random phenomenon X. In this Section, the random variables are denoted by capital letters
                 and the corresponding small letters denote their realizations.
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