Controlled Seismic Response Engineering

Chapter 1. Introduction.- Chapter 2. The Fundamental Theoretical Framework of SHIELD.- Chapter 3. The Theoretical Foundation of the SHIELD System: From Damage Observation to the Transformation of the Equilibrium Mechanism.- Chapter 4. Mathematical Formulation of the Mechanical Elimination of Deformational Response.- Chapter 5. Clarifications on the Dynamic Behavior of the Coupled System.- Chapter 6. Energy Redistribution Mechanism.- Chapter 7. Interpretation of Results: The Nature of Dynamic Kinematic Coupling.- Chapter 8. Numerical Case Study of the SHIELD Geo-Coupled Structural System.- Chapter 9. Discussion and Design Implications.- Chapter 10. Conclusions.- Chapter 11. The Fundamental Theoretical Statement.- Chapter 12. Implications for Future Research and Practice.- Chapter 13. A Hybrid Dual-System Seismic Protection Concept Based on Prestressed Geo-Structural Coupling and Elastic Peripheral Framing.- Chapter 14. Numerical Simulation Framework.- Chapter 15. Rationale and Engineering Merit of the Hybrid Dual-System.- Chapter 16. Constraint-Governed Seismic Mechanics Energy, Stability, Regime Transition and Multi-Degree Dynamic Interpretation.- Chapter 17. Hierarchy of Kinematic Coupling Mechanisms and Outcome: Dynamic Soil–Structure Coupling.- Chapter 18. The Role of Tendons in the Transformation of Seismic Response.- Chapter 19. Broader Implications for Seismic Design Philosophy.- Chapter 20. Redefining Seismic Force.- Chapter 21. Technological Implementation.- Chapter 22. Fundamental Advantages and Implications of the Method.- Chapter 23. A New Seismic Paradigm: Non-Symmetric Response Theory (NSRT).- Chapter 24. Mechanism of Preemptive Reduction of Effective Elasticity and Critical Prestressing Force.- Chapter 25. Analysis of Three-Dimensional Seismic Excitation on a 1:7 Scale Specimen.- Chapter 26. Similarity Coefficients.- Chapter 27. Test Specimen Dimensions and Properties.- Chapter 28. Numerical Validation through IDA Analysis and Theoretical Paradigm Challenges.- Chapter 29. Sensitivity Analysis of the SHIELD System Response Using FEA and IDA.- Chapter 30. Discussion and Theoretical Interpretation.- Chapter 31. The Secret of SHIELD: Geo-Fusion and the Nature of Inertia (Revised).- Chapter 32. Conclusions – Foundational Interpretation.- Chapter 33. SHIELD and the Reconsideration of the Seismic Safety Paradigm.- Chapter 34. Geo-Anchoring Mechanism and Expansion–Compression Activation Method for Structure–Ground Coupling.- Chapter 35. Synthetic Dynamic Framework of the SHIELD Method and Hybrid Mechanism of Controlled Interaction.