Читать книгу Modern Trends in Structural and Solid Mechanics 3 - Группа авторов - Страница 4

1 Chapter 2Table 2.1. Some parametric classes of correlation functions for a Gaussian proce...Table 2.2. COV values of the stochastic displacement statically determinate stoc...Table 2.3. Example 1: COV values of the redundant force X for L = 10 and for L =...Table 2.4. Example 1: COV values of the redundant force X for L = 10 and for L =...

2 Chapter 3Table 3.1. Mean values and standard deviations of the buckling load of the von M...Table 3.2. Results of optimizations of the three-bar truss example with random c...Table 3.3. Results of optimizations of the three-bar truss example with random h...Table 3.4. Mean value and standard deviation of the compliance of the design obt...Table 3.5. Results of the cantilever beam example with random Young’s modulus

3 Chapter 4Table 4.1. Knowledge entity of the variable representationTable 4.2. Definition of a variable knowledge entity

4 Chapter 5Table 5.1. Reliability and engineering confidence matrix

5 Chapter 7Table 7.1. Bounds of the vertical displacements at nodes 3, 4, 5 and 6 of the te...Table 7.2. Physical parameters of the plane frame (m)Table 7.3. Bounds of the horizontal displacements at nodes 188, 192, 198 and 202...

6 Chapter 8Table 8.1. Deflection bounds (in m) and “error in bound” εb % evaluated at x = 2...

7 Chapter 9Table 9.1. The number of iterations and final compliance of different methods

8 Chapter 11Table 11.1. Sample size requirements for α = γ = 0.9Table 11.2. Content ratio for order statistics of α = 0.9, n = 150Table 11.3. Optimal solutions (cross-sectional areas of braces, unit: 102 mm2)Table 11.4. Summary of observed maximum inter-story drift anglesTable 11.5. Summary of observed maximum inter-story drifts