This book summarizes the most essential concepts that every engineer designing a new building or evaluating an existing structure should consider to control the damage caused by drift (deformation) induced by earthquakes.
This book summarizes the most essential concepts that every engineer designing a new building or evaluating an existing structure should consider to control the damage caused by drift (deformation) induced by earthquakes.
Santiago Pujol is Professor of Civil Engineering at the University of Canterbury. Prior to moving to New Zealand, he was Professor of Civil Engineering at the Lyles School of Civil Engineering, Purdue University. His experience includes earthquake engineering, evaluation and strengthening of existing structures, response of reinforced concrete to impulsive loads and earthquake demands, instrumentation and testing of structures, and failure investigations. He is a Fellow of the American Concrete Institute (ACI), and member of ACI committees 445 (Torsion and Shear), 314 (Simplified Design), 133 (Disaster Reconnaissance), 318F (Foundations), and 318W (Design for Wind). He is also member of the Earthquake Engineering Research Institute (EERI), associate editor of Earthquake Spectra, and founder of datacenterhub.org (a site funded by the U.S. National Science Foundation and dedicated to the systematic collection of research data). He received the Chester Paul Siess Award for Excellence in Structural Research from ACI, the Educational Award from Architectural Institute of Japan, and the Walter L. Huber Civil Engineering Research Prize from the American Society of Civil Engineers (ASCE). Ayhan Irfanoglu is a Professor and Associate Head of Civil Engineering at the Lyles School of Civil Engineering, Purdue University. His research and teaching interests are in earthquake engineering, structural dynamics and modeling, engineering seismology, and classical methods of structural analysis. He is a member of ACI committees 314 (Simplified Design) and 133 (Disaster Reconnaissance). He is an associate editor of the ASCE Journal of Performance of Constructed Facilities. Aishwarya Puranam is Assistant Professor at the Department of Civil Engineering, National Taiwan University. Her research interests are behavior of reinforced concrete, design, evaluation, and retrofit of buildings to resist earthquake demands, and large-scale experiments. She received the President's Fellowship from the American Concrete Institute in 2016, and the Best Dissertation Award from Purdue University in 2018.
Inhaltsangabe
PART I: EARTHQUAKE DEMAND. Chapter 1. General Description of Earthquake Demand. Chapter 2. A Way to Define and Use Earthquake Demand. Chapter 3. Response Spectra. PART II: NOTABLE WORKS. Chapter 4. Introduction. Chapter 5. The Response of RC to Displacement Reversals (The Work of Takeda). Chapter 6. The Substitute-Structure Method (The Work of Shibata). Chapter 7. The Origin of Drift Driven Design (A View to Drift Control). Chapter 8. Nonlinear v. Linear Response (The Work of Shimazaki). Chapter 9. The Effects of Previous Earthquakes (The Work of Cecen). Chapter 10. Why Should Drift Instead of Strength Drive Design for Earthquake Resistance?. Chapter 11. A Historical Review of The Development of Drift-Driven Design (A Thread Through Time). Chapter 12. Drift Estimation (The Velocity of Displacement). Chapter 13. Limiting Drift to Protect the Investment (The Work of Algan). Chapter 14. Hassan Index to Evaluate Seismic Vulnerability. Chapter 15. The Simplest Building Code. Chapter 16. Earthquake Response of Buildings with Robust Walls. PART III: CLASS NOTES. Chapter 17. Historical Notes on Earthquakes. Chapter 18. Measures of Earthquake Intensity. Chapter 19. Estimation of Period using the Rayleigh Method. Chapter 20. A Note on the Strength and Stiffness of Reinforced Concrete Walls with Low Aspect Ratios. Chapter 21. Measured Building Periods. Chapter 22. Limit Analysis for Base-Shear Strength Estimation. Chapter 23. Estimating Drift Demand. Chapter 24. Detailing and Drift Capacity. Chapter 25. An Example. Conclusion. References. Appendix A. On STRENGTH. Appendix B. REPORT on DRIFT SEAOSC. Appendix C. RICHTER on MAGNITUDE. Appendix D. REVIEW of STRUCTURAL DYNAMICS.
PART I: EARTHQUAKE DEMAND. Chapter 1. General Description of Earthquake Demand. Chapter 2. A Way to Define and Use Earthquake Demand. Chapter 3. Response Spectra. PART II: NOTABLE WORKS. Chapter 4. Introduction. Chapter 5. The Response of RC to Displacement Reversals (The Work of Takeda). Chapter 6. The Substitute-Structure Method (The Work of Shibata). Chapter 7. The Origin of Drift Driven Design (A View to Drift Control). Chapter 8. Nonlinear v. Linear Response (The Work of Shimazaki). Chapter 9. The Effects of Previous Earthquakes (The Work of Cecen). Chapter 10. Why Should Drift Instead of Strength Drive Design for Earthquake Resistance?. Chapter 11. A Historical Review of The Development of Drift-Driven Design (A Thread Through Time). Chapter 12. Drift Estimation (The Velocity of Displacement). Chapter 13. Limiting Drift to Protect the Investment (The Work of Algan). Chapter 14. Hassan Index to Evaluate Seismic Vulnerability. Chapter 15. The Simplest Building Code. Chapter 16. Earthquake Response of Buildings with Robust Walls. PART III: CLASS NOTES. Chapter 17. Historical Notes on Earthquakes. Chapter 18. Measures of Earthquake Intensity. Chapter 19. Estimation of Period using the Rayleigh Method. Chapter 20. A Note on the Strength and Stiffness of Reinforced Concrete Walls with Low Aspect Ratios. Chapter 21. Measured Building Periods. Chapter 22. Limit Analysis for Base-Shear Strength Estimation. Chapter 23. Estimating Drift Demand. Chapter 24. Detailing and Drift Capacity. Chapter 25. An Example. Conclusion. References. Appendix A. On STRENGTH. Appendix B. REPORT on DRIFT SEAOSC. Appendix C. RICHTER on MAGNITUDE. Appendix D. REVIEW of STRUCTURAL DYNAMICS.
Es gelten unsere Allgemeinen Geschäftsbedingungen: www.buecher.de/agb
Impressum
www.buecher.de ist ein Shop der buecher.de GmbH & Co. KG Bürgermeister-Wegele-Str. 12, 86167 Augsburg Amtsgericht Augsburg HRA 13309
