Preface |
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xvii | |
Acknowledgments |
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xxi | |
Authors |
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xxiii | |
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1 | (26) |
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1 | (3) |
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1.1.1 Decision Making in Engineering and Science |
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2 | (1) |
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1.1.2 Expected Educational Outcomes |
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3 | (1) |
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1.2 Knowledge, Information, and Opinions |
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4 | (2) |
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1.3 Ignorance and Uncertainty |
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6 | (2) |
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1.4 Aleatory and Epistemic Uncertainties in System Abstraction |
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8 | (2) |
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1.5 Characterizing and Modeling Uncertainty |
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10 | (3) |
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1.6 Simulation for Uncertainty Analysis and Propagation |
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13 | (7) |
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1.6.1 Simulation by Coin Flipping |
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14 | (1) |
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1.6.2 Generation of Random Numbers |
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14 | (2) |
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1.6.3 Computer Generation of Random Numbers |
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16 | (1) |
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17 | (1) |
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1.6.3.2 The rand Function |
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17 | (1) |
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1.6.4 Transformation of Random Variables |
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18 | (2) |
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20 | (4) |
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1.7.1 Structural Beam Study |
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20 | (1) |
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1.7.2 Stream Erosion Study |
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21 | (2) |
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1.7.3 Traffic Estimation Study |
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23 | (1) |
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1.7.4 Water Evaporation Study |
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24 | (1) |
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24 | (3) |
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Chapter 2 Data Description and Treatment |
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27 | (34) |
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28 | (1) |
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2.2 Classification of Data |
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28 | (2) |
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28 | (1) |
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29 | (1) |
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29 | (1) |
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29 | (1) |
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2.2.5 Dimensionality of Data |
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29 | (1) |
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2.3 Graphical Description of Data |
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30 | (7) |
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30 | (1) |
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31 | (1) |
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31 | (1) |
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32 | (1) |
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32 | (2) |
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34 | (1) |
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34 | (2) |
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2.3.8 Three-Dimensional Charts |
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36 | (1) |
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2.4 Histograms and Frequency Diagrams |
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37 | (5) |
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42 | (5) |
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2.5.1 Central Tendency Measures |
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42 | (1) |
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2.5.2 Dispersion Measures |
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43 | (2) |
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45 | (1) |
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2.5.4 Box-and-Whisker Plots |
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45 | (2) |
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47 | (3) |
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47 | (1) |
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2.6.2 Stage and Discharge of a River |
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48 | (2) |
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2.7 Analysis of Simulated Data |
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50 | (4) |
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54 | (2) |
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2.8.1 Structural Beam Study |
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54 | (1) |
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2.8.2 Stream Erosion Study |
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54 | (1) |
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2.8.3 Traffic Estimation Study |
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55 | (1) |
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2.8.4 Water Evaporation Study |
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55 | (1) |
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2.8.5 Pile Strength Study |
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55 | (1) |
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55 | (1) |
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2.8.7 Highway Accident Study |
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55 | (1) |
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2.8.8 Academic Grade Study |
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55 | (1) |
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2.8.9 River Discharge Study |
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56 | (1) |
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56 | (5) |
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Chapter 3 Fundamentals of Probability |
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61 | (56) |
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62 | (1) |
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3.2 Sets, Sample Spaces, and Events |
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62 | (10) |
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62 | (1) |
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3.2.2 Sample Spaces and Events |
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63 | (1) |
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3.2.3 Venn-Euler Diagrams |
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64 | (3) |
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3.2.4 Basic Event Operations |
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67 | (5) |
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72 | (1) |
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3.3 Mathematics of Probability |
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72 | (16) |
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3.3.1 Definition of Probability |
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72 | (4) |
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3.3.2 Axioms of Probability |
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76 | (2) |
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78 | (4) |
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3.3.4 Conditional Probability |
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82 | (5) |
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3.3.5 Partitions, Total Probability, and Bayes' Theorem |
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87 | (1) |
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3.4 Random Variables and Their Probability Distributions |
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88 | (8) |
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3.4.1 Probability of Discrete Random Variables |
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89 | (4) |
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3.4.2 Probability for Continuous Random Variables |
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93 | (3) |
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96 | (8) |
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97 | (2) |
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99 | (2) |
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3.5.3 Standard Deviation and Coefficient of Variation |
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101 | (1) |
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102 | (2) |
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3.6 Application: Water Supply and Quality |
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104 | (1) |
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3.7 Simulation and Probability Distributions |
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104 | (2) |
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106 | (1) |
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3.8.1 Structural Beam Study |
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106 | (1) |
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3.8.2 Stream Erosion Study |
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106 | (1) |
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3.8.3 Traffic Estimation Study |
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107 | (1) |
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3.8.4 Water Evaporation Study |
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107 | (1) |
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107 | (10) |
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Chapter 4 Probability Distributions for Discrete Random Variables |
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117 | (26) |
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117 | (1) |
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4.2 Bernoulli Distribution |
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118 | (1) |
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4.3 Binomial Distribution |
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119 | (4) |
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4.4 Geometric Distribution |
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123 | (2) |
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125 | (3) |
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4.6 Negative Binomial and Pascal Probability Distributions |
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128 | (1) |
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4.7 Hypergeometric Probability Distribution |
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129 | (1) |
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130 | (3) |
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4.8.1 Earthquakes and Structures |
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130 | (1) |
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4.8.2 Floods and Coffer Dams |
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131 | (2) |
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4.9 Simulation of Discrete Random Variables |
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133 | (3) |
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4.10 A Summary of Distributions |
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136 | (1) |
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136 | (3) |
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4.11.1 Structural Beam Study |
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136 | (1) |
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4.11.2 Stream Erosion Study |
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137 | (2) |
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4.11.3 Traffic Estimation Study |
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139 | (1) |
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4.11.4 Water Evaporation Study |
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139 | (1) |
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139 | (4) |
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Chapter 5 Probability Distributions for Continuous Random Variables |
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143 | (36) |
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144 | (1) |
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144 | (2) |
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146 | (3) |
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5.4 Lognormal Distribution |
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149 | (4) |
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5.5 Exponential Distribution |
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153 | (1) |
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5.6 Triangular Distribution |
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154 | (2) |
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156 | (1) |
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5.8 Rayleigh Distribution |
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157 | (1) |
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158 | (1) |
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5.10 Statistical Probability Distributions |
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158 | (4) |
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5.10.1 Student's t Distribution |
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159 | (1) |
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5.10.2 Chi-Square Distribution |
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160 | (1) |
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161 | (1) |
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5.11 Extreme Value Distributions |
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162 | (7) |
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5.11.1 Introduction to Extreme Value Estimation |
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162 | (2) |
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5.11.2 Type I Extreme Value (Gumbel) Distributions |
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164 | (2) |
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5.11.3 Type II Extreme Value (Frechet) Distributions |
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166 | (2) |
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5.11.4 Type III Extreme Value (Weibull) Distributions |
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168 | (1) |
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169 | (2) |
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5.12.1 Earthquakes and Structures |
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169 | (1) |
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5.12.2 Foundation of a Structure |
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169 | (1) |
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5.12.3 Failure of Highway Drainage |
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170 | (1) |
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5.13 Simulation and Probability Distributions |
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171 | (1) |
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5.14 A Summary of Distributions |
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171 | (2) |
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173 | (2) |
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5.15.1 Structural Beam Study |
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173 | (1) |
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5.15.2 Stream Erosion Study |
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173 | (1) |
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5.15.3 Traffic Estimation Study |
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173 | (2) |
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5.15.4 Water Evaporation Study |
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175 | (1) |
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175 | (4) |
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Chapter 6 Multiple Random Variables |
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179 | (48) |
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180 | (1) |
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6.2 Joint Random Variables and Their Probability Distributions |
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180 | (14) |
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6.2.1 Probability for Discrete Random Vectors |
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180 | (4) |
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6.2.2 Probability for Continuous Random Vectors |
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184 | (3) |
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6.2.3 Conditional Moments, Covariance, and Correlation Coefficient |
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187 | (4) |
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6.2.4 Common Joint Probability Distributions |
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191 | (3) |
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6.3 Functions of Random Variables |
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194 | (10) |
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6.3.1 Probability Distributions for Dependent Random Variables |
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195 | (3) |
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6.3.2 Mathematical Expectation |
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198 | (2) |
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6.3.3 Approximate Methods |
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200 | (1) |
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6.3.3.1 Single Random Variable X |
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200 | (1) |
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201 | (3) |
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6.4 Modeling Aleatory and Epistemic Uncertainty |
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204 | (2) |
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206 | (5) |
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6.5.1 Reactions Due to a Random Load |
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206 | (1) |
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6.5.2 Buckling of Columns |
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206 | (1) |
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6.5.3 Reactions Due to Random Loads |
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207 | (1) |
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208 | (2) |
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6.5.5 Warehouse Construction |
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210 | (1) |
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6.6 Multivariable Simulation |
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211 | (9) |
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6.6.1 Simulation of Expected Values |
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212 | (4) |
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6.6.2 Simulation and Correlation |
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216 | (4) |
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220 | (1) |
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6.7.1 Structural Beam Study |
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220 | (1) |
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6.7.2 Stream Erosion Study |
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221 | (1) |
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6.7.3 Traffic Estimation Study |
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221 | (1) |
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6.7.4 Water Evaporation Study |
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221 | (1) |
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221 | (6) |
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227 | (38) |
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228 | (4) |
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7.1.1 Engineering Decision Making |
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228 | (1) |
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228 | (1) |
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7.1.3 Coin-Flipping Simulation |
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229 | (2) |
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231 | (1) |
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7.1.5 Benefits of Simulation |
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232 | (1) |
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7.2 Monte Carlo Simulation |
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232 | (1) |
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233 | (2) |
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7.3.1 Arithmetic Generators |
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234 | (1) |
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7.3.2 Testing of Generators |
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235 | (1) |
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7.4 Generation of Random Variables |
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235 | (6) |
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7.4.1 Inverse Transformation Method |
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236 | (3) |
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239 | (1) |
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7.4.3 Function-Based Generation |
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240 | (1) |
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7.4.4 Acceptance-Rejection Method |
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240 | (1) |
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7.4.5 Generation Based on Special Properties |
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241 | (1) |
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7.5 Generation of Selected Discrete Random Variables |
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241 | (5) |
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7.5.1 Bernoulli Distribution |
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241 | (1) |
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7.5.2 Binomial Distribution |
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241 | (2) |
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7.5.3 Geometric Distribution |
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243 | (1) |
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7.5.4 Poisson Distribution |
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244 | (2) |
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7.6 Generation of Selected Continuous Random Variables |
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246 | (4) |
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7.6.1 Uniform Distribution |
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246 | (1) |
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7.6.2 Normal Distribution |
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246 | (2) |
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7.6.3 Lognormal Distribution |
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248 | (1) |
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7.6.4 Exponential Distribution |
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249 | (1) |
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250 | (8) |
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7.7.1 Simulation of a Queuing System |
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250 | (5) |
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7.7.2 Warehouse Construction |
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255 | (3) |
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258 | (1) |
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7.8.1 Structural Beam Study |
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258 | (1) |
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7.8.2 Stream Erosion Study |
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258 | (1) |
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7.8.3 Traffic Estimation Study |
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259 | (1) |
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7.8.4 Water Evaporation Study |
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259 | (1) |
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259 | (6) |
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Chapter 8 Fundamentals of Statistical Analysis |
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265 | (26) |
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265 | (2) |
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8.1.1 Samples and Populations |
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266 | (1) |
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8.2 Properties of Estimators |
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267 | (3) |
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267 | (1) |
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268 | (1) |
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269 | (1) |
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8.2.4 Comparison of Bias, Precision, and Accuracy |
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269 | (1) |
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269 | (1) |
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8.2.6 Consistency, Sufficiency, and Efficiency |
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269 | (1) |
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8.3 Method of Moments Estimation |
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270 | (3) |
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8.4 Maximum Likelihood Estimation |
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273 | (3) |
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8.5 Sampling Distributions |
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276 | (4) |
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8.5.1 Sampling Distribution of the Mean |
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276 | (1) |
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8.5.2 Sampling Distribution of the Variance |
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277 | (3) |
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8.5.3 Sampling Distributions for Other Parameters |
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280 | (1) |
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8.6 Univariate Frequency Analysis |
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280 | (5) |
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285 | (2) |
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8.7.1 Tollbooth Rates of Service |
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285 | (1) |
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8.7.2 Frictional Resistance to Shear |
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286 | (1) |
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287 | (1) |
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287 | (4) |
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Chapter 9 Hypothesis Testing |
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291 | (40) |
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292 | (1) |
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292 | (5) |
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9.2.1 Step: 1Formulation of Hypotheses |
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292 | (1) |
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9.2.2 Step 2: Test Statistic and Its Sampling Distribution |
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293 | (1) |
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9.2.3 Step 3: Level of Significance |
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293 | (1) |
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9.2.4 Step 4: Data Analysis |
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294 | (1) |
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9.2.5 Step 5: Region of Rejection |
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295 | (1) |
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9.2.6 Step 6: Select Appropriate Hypothesis |
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296 | (1) |
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9.3 Hypothesis Tests of Means |
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297 | (6) |
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9.3.1 Test of Mean with Known Population Variance |
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297 | (2) |
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9.3.2 Test of Mean with Unknown Population Variance |
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299 | (1) |
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9.3.3 Hypothesis Test of Two Means |
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300 | (3) |
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303 | (1) |
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9.4 Hypothesis Tests of Variances |
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303 | (4) |
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9.4.1 One-Sample Chi-Square Test |
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304 | (2) |
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306 | (1) |
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307 | (1) |
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9.5 Tests of Distributions |
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307 | (11) |
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9.5.1 Chi-Square Test for Goodness of Fit |
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308 | (3) |
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9.5.2 Application of Chi-Square Test: Normal Distribution |
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311 | (4) |
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9.5.3 Kolmogorov-Smirnov One-Sample Test |
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315 | (3) |
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318 | (6) |
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9.6.1 Test of Mean Strength of Steel Prestressing Cables |
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318 | (1) |
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9.6.2 Test of Mean Water Use of Hotels |
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319 | (1) |
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9.6.3 Test of Two Sample Means for Car Speed |
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319 | (1) |
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9.6.4 Variation of Effective Cohesion |
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320 | (1) |
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9.6.5 Uniformity of Illumination |
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321 | (1) |
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9.6.6 Variation of Infiltration Capacity |
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321 | (1) |
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9.6.7 Test of Two Variances for Car Speed |
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322 | (1) |
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9.6.8 Test on Variances of Soil Friction Angle |
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323 | (1) |
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9.6.9 Test on Variances of Nitrogen Levels |
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323 | (1) |
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9.7 Simulation of Hypothesis Test Assumptions |
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324 | (1) |
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325 | (1) |
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326 | (5) |
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Chapter 10 Analysis of Variance |
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331 | (42) |
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332 | (1) |
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10.2 Test of Population Means |
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332 | (8) |
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333 | (1) |
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10.2.2 Rationale of ANOVA Test |
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334 | (4) |
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10.2.3 Linear Separation of Total Variation |
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338 | (1) |
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10.2.4 Computational Equations |
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339 | (1) |
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10.3 Multiple Comparisons in ANOVA Test |
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340 | (3) |
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10.3.1 Duncan Multiple Range Test |
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340 | (1) |
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10.3.1.1 Multiple Group Comparisons |
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341 | (1) |
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342 | (1) |
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10.4 Test of Population Variances |
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343 | (2) |
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10.5 Randomized Block Design |
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345 | (5) |
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10.5.1 Randomized Block Design Model |
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346 | (4) |
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350 | (10) |
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351 | (4) |
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10.6.2 Computational Examples |
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355 | (4) |
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359 | (1) |
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360 | (2) |
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362 | (3) |
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362 | (2) |
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364 | (1) |
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365 | (1) |
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366 | (7) |
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Chapter 11 Confidence Intervals and Sample Size Determination |
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373 | (20) |
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373 | (1) |
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374 | (1) |
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11.3 Confidence Intervals on Sample Statistics |
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374 | (5) |
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11.3.1 Confidence Interval for the Mean |
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374 | (2) |
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11.3.2 Factors Affecting a Confidence Interval and Sampling Variation |
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376 | (3) |
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11.3.3 Confidence Interval for Variance |
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379 | (1) |
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11.4 Sample Size Determination |
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379 | (2) |
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11.5 Relationship between Decision Parameters and Type I and II Errors |
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381 | (5) |
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386 | (2) |
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388 | (2) |
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11.7.1 Accuracy of Principal Stress |
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388 | (1) |
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11.7.2 Compression of Steel |
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389 | (1) |
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11.7.3 Sample Size of Organic Carbon |
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389 | (1) |
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11.7.4 Resampling for Greater Accuracy |
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390 | (1) |
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390 | (1) |
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390 | (3) |
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Chapter 12 Regression Analysis |
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393 | (46) |
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394 | (1) |
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12.2 Correlation Analysis |
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394 | (9) |
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12.2.1 Graphical Analysis |
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395 | (2) |
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12.2.2 Bivariate Correlation |
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397 | (1) |
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12.2.3 Separation of Variation |
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397 | (2) |
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12.2.4 Correlation: Fraction of Explained Variation |
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399 | (1) |
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12.2.5 Computational Form for Correlation Coefficient |
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399 | (1) |
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12.2.6 Distribution of Correlation Coefficient |
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399 | (1) |
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12.2.6.1 Effect of p (n Constant) |
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400 | (1) |
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12.2.6.2 Effect of n (p Constant) |
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400 | (1) |
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12.2.7 Hypothesis Testing |
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400 | (3) |
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12.3 Introduction to Regression |
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403 | (3) |
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12.3.1 Elements of Statistical Optimization |
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403 | (1) |
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12.3.2 Zero-Intercept Model |
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404 | (1) |
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12.3.3 Regression Definitions |
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405 | (1) |
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12.4 Principle of Least Squares |
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406 | (3) |
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406 | (1) |
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12.4.2 Solution Procedure |
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407 | (2) |
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12.5 Reliability of Regression Equation |
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409 | (6) |
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12.5.1 Correlation Coefficient |
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409 | (1) |
|
12.5.2 Standard Error of Estimate |
|
|
409 | (1) |
|
12.5.3 Analysis of Variance |
|
|
410 | (2) |
|
12.5.4 Standardized Partial Regression Coefficients |
|
|
412 | (1) |
|
12.5.5 Assumptions Underlying Regression Model |
|
|
413 | (2) |
|
12.6 Reliability of Point Estimates of Regression Coefficients |
|
|
415 | (3) |
|
12.6.1 Sampling Distributions of Regression Coefficients |
|
|
415 | (2) |
|
12.6.2 Hypothesis Test on Slope Coefficient |
|
|
417 | (1) |
|
12.6.3 Hypothesis Test on Intercept Coefficient |
|
|
418 | (1) |
|
12.7 Confidence Intervals of Regression Equation |
|
|
418 | (4) |
|
12.7.1 Confidence Interval for Line as a Whole |
|
|
418 | (1) |
|
12.7.2 Confidence Interval Estimate for a Single Point on Line |
|
|
419 | (1) |
|
12.7.3 Confidence Interval Estimate for a Future Value |
|
|
419 | (1) |
|
12.7.4 Summary of Confidence Intervals |
|
|
420 | (2) |
|
12.8 Correlation versus Regression |
|
|
422 | (1) |
|
12.9 Applications of Bivariate Regression Analysis |
|
|
423 | (7) |
|
12.9.1 Estimating Trip Rate |
|
|
423 | (1) |
|
|
424 | (1) |
|
12.9.3 Stress-Strain Analysis |
|
|
425 | (1) |
|
12.9.4 Project Cost versus Time |
|
|
426 | (2) |
|
12.9.5 Effect of Extreme Event |
|
|
428 | (1) |
|
12.9.6 Variable Transformation |
|
|
429 | (1) |
|
12.10 Simulation and Prediction Models |
|
|
430 | (2) |
|
12.11 Simulation Projects |
|
|
432 | (1) |
|
12.11.1 Calibration of a Bivariate Linear Model |
|
|
432 | (1) |
|
12.11.2 Simulating Distributions of Correlation Coefficient |
|
|
432 | (1) |
|
|
433 | (6) |
|
Chapter 13 Multiple and Nonlinear Regression Analysis |
|
|
439 | (38) |
|
|
440 | (1) |
|
13.2 Correlation Analysis |
|
|
440 | (2) |
|
13.3 Multiple Regression Analysis |
|
|
442 | (8) |
|
13.3.1 Calibration of Multiple Linear Model |
|
|
442 | (1) |
|
13.3.2 Standardized Model |
|
|
443 | (2) |
|
|
445 | (1) |
|
13.3.4 Criteria for Evaluating a Multiple Regression Model |
|
|
446 | (1) |
|
13.3.5 Analysis of Residuals |
|
|
447 | (1) |
|
13.3.6 Computational Example |
|
|
448 | (2) |
|
13.4 Polynomial Regression Analysis |
|
|
450 | (4) |
|
13.4.1 Structure of Polynomial Models |
|
|
450 | (1) |
|
13.4.2 Calibration of Polynomial Models |
|
|
451 | (1) |
|
13.4.3 Analysis of Variance for Polynomial Models |
|
|
452 | (2) |
|
13.5 Regression Analysis of Power Models |
|
|
454 | (2) |
|
13.5.1 Fitting a Power Model |
|
|
454 | (1) |
|
|
455 | (1) |
|
13.5.3 Additional Model Forms |
|
|
455 | (1) |
|
|
456 | (9) |
|
13.6.1 One-Predictor Polynomial of Evaporation versus Temperature |
|
|
456 | (1) |
|
13.6.2 Single-Predictor Power Model |
|
|
457 | (1) |
|
13.6.3 Multivariate Power Model |
|
|
458 | (2) |
|
13.6.4 Estimating Breakwater Costs |
|
|
460 | (1) |
|
13.6.5 Trip Generation Model |
|
|
461 | (2) |
|
13.6.6 Estimation of the Reaeration Coefficient |
|
|
463 | (1) |
|
13.6.7 Estimating Slope Stability |
|
|
464 | (1) |
|
13.7 Simulation in Curvilinear Modeling |
|
|
465 | (3) |
|
|
468 | (1) |
|
|
468 | (9) |
|
Chapter 14 Reliability Analysis of Components |
|
|
477 | (42) |
|
|
477 | (1) |
|
|
478 | (2) |
|
14.3 Reliability of Components |
|
|
480 | (2) |
|
14.4 First-Order Reliability Method |
|
|
482 | (4) |
|
14.5 Advanced Second-Moment Method |
|
|
486 | (11) |
|
14.5.1 Uncorrelated, Normally Distributed Random Variables |
|
|
486 | (5) |
|
14.5.2 Uncorrelated, Nonnormally Distributed Random Variables |
|
|
491 | (3) |
|
14.5.3 Correlated Random Variables |
|
|
494 | (3) |
|
|
497 | (8) |
|
14.6.1 Direct Monte Carlo Simulation |
|
|
497 | (2) |
|
14.6.2 Importance Sampling Method |
|
|
499 | (1) |
|
14.6.3 Conditional Expectation Method |
|
|
500 | (1) |
|
14.6.4 Generalized Conditional Expectation Method |
|
|
501 | (1) |
|
14.6.5 Antithetic Variates Method |
|
|
502 | (3) |
|
14.7 Reliability-Based Design |
|
|
505 | (5) |
|
14.7.1 Direct Reliability-Based Design |
|
|
506 | (1) |
|
14.7.2 Load and Resistance Factor Design |
|
|
506 | (4) |
|
14.8 Application: Structural Reliability of a Pressure Vessel |
|
|
510 | (4) |
|
|
514 | (1) |
|
14.9.1 Structural Beam Study |
|
|
514 | (1) |
|
14.9.2 Stream Erosion Study |
|
|
514 | (1) |
|
14.9.3 Traffic Estimation Study |
|
|
514 | (1) |
|
14.9.4 Water Evaporation Study |
|
|
514 | (1) |
|
|
514 | (5) |
|
Chapter 15 Reliability and Risk Analysis of Systems |
|
|
519 | (32) |
|
|
519 | (1) |
|
15.2 Reliability of Systems |
|
|
520 | (12) |
|
|
520 | (3) |
|
15.2.2 Systems in Parallel |
|
|
523 | (2) |
|
15.2.3 Mixed Systems in Series and Parallel |
|
|
525 | (1) |
|
15.2.4 Fault Tree Analysis |
|
|
526 | (4) |
|
15.2.5 Event Tree Analysis |
|
|
530 | (2) |
|
|
532 | (7) |
|
15.4 Risk-Based Decision Analysis |
|
|
539 | (5) |
|
15.4.1 Objectives of Decision Analysis |
|
|
540 | (1) |
|
15.4.2 Decision Variables |
|
|
540 | (1) |
|
|
540 | (1) |
|
15.4.4 Associated Probabilities and Consequences |
|
|
540 | (1) |
|
|
540 | (4) |
|
15.5 Application: System Reliability of a Post-Tensioned Truss |
|
|
544 | (2) |
|
|
546 | (1) |
|
|
547 | (4) |
|
Chapter 16 Bayesian Methods |
|
|
551 | (22) |
|
|
551 | (1) |
|
16.2 Bayesian Probabilities |
|
|
552 | (5) |
|
16.3 Bayesian Estimation of Parameters |
|
|
557 | (7) |
|
16.3.1 Discrete Parameters |
|
|
557 | (3) |
|
16.3.2 Continuous Parameters |
|
|
560 | (4) |
|
|
564 | (3) |
|
16.4.1 Mean Value with Known Variance |
|
|
564 | (2) |
|
16.4.2 Mean Value with Unknown Variance |
|
|
566 | (1) |
|
|
567 | (3) |
|
16.5.1 Sampling from an Assembly Line |
|
|
567 | (2) |
|
16.5.2 Scour around Bridge Piers |
|
|
569 | (1) |
|
|
570 | (3) |
|
Appendix A Probability and Statistics Tables |
|
|
573 | (20) |
|
A.1 Cumulative Distribution Function of Standard Normal (Φ(z)) |
|
|
574 | (3) |
|
A.2 Critical Values for Student's t Distribution (ta, k) |
|
|
577 | (2) |
|
A.3 Critical Values for Chi-Square Distribution (ca, k = x2a, k) |
|
|
579 | (2) |
|
A.4 Critical Values for F Distribution (fa, k, u = fa, v1, v2) |
|
|
581 | (5) |
|
A.5 Critical Values for Pearson Correlation Coefficient for Null Hypothesis H0: p = 0 and Both One-Tailed Alternative HA: |p| > 0 and Two-Tailed Alternative HA: p ≠ 0 |
|
|
586 | (1) |
|
A.6 Uniformly Distributed Random Numbers |
|
|
587 | (2) |
|
A.7 Critical Values for Kolmogorov-Smirnov One-Sample Test |
|
|
589 | (1) |
|
A.8 Values of Gamma Function |
|
|
590 | (1) |
|
A.9 Critical Values for Duncan Multiple Range Test for a 5% Level of Significance and Selected Degrees of Freedom (df) and p Groups |
|
|
591 | (2) |
|
Appendix B Taylor Series Expansion |
|
|
593 | (6) |
|
|
593 | (3) |
|
|
596 | (1) |
|
B.3 Applications: Taylor Series Expansion of Square Root |
|
|
597 | (1) |
|
|
597 | (2) |
|
Appendix C Data for Simulation Projects |
|
|
599 | (4) |
|
|
599 | (1) |
|
C.2 Traffic Estimation Study |
|
|
600 | (1) |
|
C.3 Water Evaporation Study |
|
|
601 | (2) |
|
Appendix D Semester Simulation Project |
|
|
603 | (24) |
|
D.1 Project Problem Statement |
|
|
603 | (1) |
|
D.2 Progress Reports and Due Dates |
|
|
604 | (1) |
|
|
605 | (22) |
Index |
|
627 | |