Modern Trends in Structural and Solid Mechanics 2. Группа авторов

terms in a) the par...Figure 5.18. The L² norm percentage of the various nonlinear terms in a) the par...Figure 5.19. The L² norm percentage of the various nonlinear terms in a) the par...

      6 Chapter 6Figure 6.1. Grid beam. For a color version of this figure, see www.iste.co.uk/ch...Figure 6.2. Single cell of the grid beam and its deformation modes for two diffe...Figure 6.3. Static response of a grid beam to lateral forces: (a) rigid transver...Figure 6.4. Buckling of a uniformly compressed grid beam (Ferretti (2018)): (a) ...Figure 6.5. Lateral displacements _{for the first three modes (n = 25), continuo...Figure 6.6. Base-isolated tower building under wind flow: (a) cellular beam, (b)...Figure 6.7. Critical wind velocity of the base-isolated beam: (a) versus the sti...}

      7 Chapter 7Figure 7.1. Comparison between the conventional approach and the innovative appr...Figure 7.2. Critical response, derived by the innovative approach, positioned in...Figure 7.3. SDOF elastic–plastic system with negative post-yield stiffness. For ...Figure 7.4. Elastic–plastic collapse response of the SDOF system subjected to cr...Figure 7.5. Energy balance law for the elastic–plastic collapse response of the ...Figure 7.6. Collapse limit input velocity for various post-yield stiffness ratio...Figure 7.7. Modeling of the main part of a near-fault ground motion into one-cyc...Figure 7.8. Displacement and restoring-force responses under Rinaldi Sta. FN wit...Figure 7.9. Trajectories in restoring-force characteristics for CASEs-A, B, C (H...Figure 7.10. Three cases (A, B, C) for three input velocity levels and four case...Figure 7.11. Restoring-force characteristics for Collapse Patterns 1’–4’. For a ...Figure 7.12. Collapse Pattern 1’ (CASE-A): (a) Restoring-force characteristic an...Figure 7.13. Collapse limit input velocity for various intervals of two impulses...Figure 7.14. Response analysis simulation for various combinations of input velo...

      8 Chapter 8Figure 8.1. (a) SDOF Bouc–Wen oscillator; (b) first loading branch; and (c) rest...Figure 8.2. SDOF oscillator: frequency response curves for varying forcing ampli...Figure 8.3. Response amplitude versus resonance frequency: (a) _{and (b) . For ...Figure 8.4. 2DOF system: (a) top-hysteresis and (b) base-hysteresis configuratio...Figure 8.5. 2DOF top configuration close to a (1:1) internal resonance (ω2A/ω1A ...Figure 8.6. 2DOF top-hysteresis oscillator close to a (3:1) internal resonance ω...Figure 8.7. 2DOF base-hysteresis configuration close to a (3:1) resonance: (a) F...Figure 8.8. 2DOF base-hysteresis configuration close to (3:1) resonance for IA1 ...Figure 8.9. 2DOF base-hysteresis oscillator close to (2:1) internal resonance (ω...}

      9 Chapter 9Figure 9.1. Schematic of an infinite elastic membrane with periodically inserted...Figure 9.2. Comparisons of the distributed delta function δh(x) for different va...Figure 9.3. Ratio of the amplitude of the overall transmission to the initial wa...Figure 9.4. Ratio of the amplitude of the overall transmission to the initial wa...Figure 9.5. Ratios of the amplitudes of successive reflections [9.37] and transm...Figure 9.6. Ratios of the amplitudes of the overall reflection [9.41] and transm...Figure 9.7. Schematic of an infinite elastic membrane with a square lattice of s...

      10 Chapter 10Figure 10.1. A horizontal soil layer under three-dimensional point loads. For a ...Figure 10.2. Layered half-space under three-dimensional forces. For a color vers...Figure 10.3. Foundation-site model and discretization of foundation. For a color...Figure 10.4. Flexible foundation nodes and discretization of foundation. For a c...Figure 10.5. Foundation-site models and discretization of foundations. For a col...Figure 10.6. Dynamic soil stiffness of the square foundation on a layer and half...Figure 10.7. Dynamic soil stiffness of the circular foundation on a layer and ha...Figure 10.8. Dynamic soil stiffness of the circular foundation on half-space. Fo...Figure 10.9. Dynamic soil stiffness of circular foundation on a layer and half-s...Figure 10.10. Primary and secondary systems in a nuclear power plant. For a colo...Figure 10.11. Dynamic soil stiffness of a reactor building. For a color version ...Figure 10.12. Horizontal transfer matrix of a reactor buildingFigure 10.13. FLIRS of a reactor buildingFigure 10.14. Comparison of FRS at node 4 at the reactor building. For a color v...

      List of Tables

      1 Chapter 1Table 1.1. Comparison of frequencies obtained using various approximation method...

      2 Chapter 4Table 4.1. Natural frequencies of a simply supported (S–S) micro-beamTable 4.2. Natural frequencies of a cantilever (C–F) micro-beamTable 4.3. Natural frequencies of a clamped–clamped (C–C) micro-beamTable 4.4. Natural frequencies of an L-shaped micro-frameTable 4.5. Natural frequencies of a micro portal frame

      3 Chapter 5Table 5.1. The L2 norm percentage of the various nonlinear terms in the axial eq...Table 5.2. The L² norm percentage of the various nonlinear terms in the transver...Table 5.3. The L2 norm percentage of the various nonlinear terms in the rotation...

      4 Chapter 8Table 8.1. Mechanical characteristics of SDOF systemsTable 8.2. Mechanical characteristics of 2DOF systems

      5 Chapter 9Table 9.1. Values of ϵ [9.65] for a Jacobi theta forcing [9.51] on a bridge with...

      6 Chapter 10Table 10.1. Rocking and torsional stiffness in the reactor building case

      Guide

      1  Cover

      2  Table of Contents

      3  Title Page

      4  Copyright

      5  Preface: Short Bibliographical Presentation of Prof. Isaac Elishakoff

      6  Begin Reading

      7  List of Authors

      8  Index

      9  Summary of Volume 1

      10  Summary of Volume 3

      11  Other titles from ISTE in Health Engineering and Society

      12  End User License Agreement

      Pages

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