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Hybrid Control of Seismic-Excited Nonlinear and Inelastic Structural Systems - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Structural Dynamics and Earthquake Engineering (https://forum.civilea.com/forum-51.html) +--- Thread: Hybrid Control of Seismic-Excited Nonlinear and Inelastic Structural Systems (/thread-39782.html) |
Hybrid Control of Seismic-Excited Nonlinear and Inelastic Structural Systems - david-smith - 11-16-2012 Hybrid Control of Seismic-Excited Nonlinear and Inelastic Structural Systems Author: J. N. Yang, Z. Li and A. Danielians . | Size: 40 MB | Format: PDF | Quality: Scanner | Publisher: NCEER | Year: 1991 | pages: 110 | ISBN: Technical Report NCEER-91-0020
![]() ![]() ![]() PART I TABLE OF CONTENTS SECTION TITLE PAGE 1. INTRODUCTION I-I 2. FORMULATION 1-4 2.1 General Nonlinear or Hysteretic Structures 1-4 2.2 Instantaneous Optimal Control 1-7 2.3 Time-Variant Linear Systems 1-9 2.4 Instantaneous Optimal Control with 1-11 Acceleration and Velocity Feedback 2.5 Simulation of Controlled Response for 1-12 Hysteretic Structural System 3. NUMERICAL EXAMPLE 1-16 4. CONCLUSION I-54 5. REFERENCES I-55 APPENDIX A FOURTH-ORDER RUNGE-KUTTA METHOD I-59 APPENDIX B INSTANTANEOUS OPTIMAL 1-61 CONTROL ALGORITHMS PART II TABLE OF CONTENTS SECTION TITLE PAGE 1. INTRODUCTION II-I 2. OPTIMAL CONTROL OF INELASTIC 11-3 STRUCTURAL SYSTEMS 2.1 Nonlinear Hysteretic Model for Inelastic Systems 11-3 2.2 Equations of Motion 11-3 2.3 Instantaneous Optimal Control 11-8 2.4 Sufficient Condition for Optimal Control 11-10 2.5 Estimation of Hysteretic Component Vector V 11-10 3. NUMERICAL EXAMPLE 11-12 4. CONCLUSIONS 11-28 5. REFERENCES 11-29 ![]() Code: *************************************** ![]() ![]() Code: *************************************** RE: Hybrid Control of Seismic-Excited Nonlinear and Inelastic Structural Systems - ssobhan - 11-16-2012 Direct link; high quality pdf; 4 MB Code: *************************************** |