Seismic Evaluation, Damage, and Mitigation in Structures
- 1st Edition - November 30, 2022
- Editors: Iman Mansouri, Paul O. Awoyera
- Language: English
- Paperback ISBN:9 7 8 - 0 - 3 2 3 - 8 8 5 3 0 - 0
- eBook ISBN:9 7 8 - 0 - 3 2 3 - 8 8 5 3 1 - 7
Seismic Evaluation, Damage, and Mitigation in Structures covers recent developments in the field of seismic performance assessment of structures. Earthquakes are one of the main… Read more
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Request a sales quoteSeismic Evaluation, Damage, and Mitigation in Structures covers recent developments in the field of seismic performance assessment of structures. Earthquakes are one of the main natural hazards that can directly cause damage to a structure or even instigate a structural collapse, resulting in significant economic and human loss of life. In the event of an earthquake where many buildings and infrastructure components are not able to function afterward, or if extensive repair and associated disruption are needed, it can be extremely costly and take a long time to resolve.
Divided into three parts, this book reviews and discusses earthquake-induced damage evaluation in structures, the repair of structural and non-structural components, and seismic damage mitigation strategies. With contributions from the leading experts in the field, this book is for earthquake engineers, structural engineers, PhD students studying civil engineering, people who can easily inspect and repair structures for quick reoccupation, and for those who understand topics such as design and damage mitigation, and limited structural or non-structural damage in seismic events.
- Provides effective and economical methods to assess the seismic performance of structures
- Analyzes earthquake damage and repair or demolition of buildings
- Offers future needs for constructing seismic resistant structures
- Cover image
- Title page
- Table of Contents
- Copyright
- List of contributors
- About the editors
- Preface
- Part 1: Introduction to earthquake-induced damage evaluation and repairs in structures
- 1. Damage indexes for performance assessment of low-rise reinforced concrete walls
- Abstract
- 1.1 Introduction
- 1.2 Performance variables
- 1.3 Final remarks
- Acknowledgments
- References
- 2. Controlling the deflection of long steel beams using pretensioned cables
- Abstract
- Notations
- 2.1 Introduction
- 2.2 The pretensioned symmetric I-shaped steel beams with steel cables
- 2.3 The increment of the pretensioning force in the cable under external loading
- 2.4 Deflection
- 2.5 Finite element modeling of I-shaped symmetric pretensioned steel beams with steel cables
- 2.6 Calibration of theoretical relations with numerical models
- 2.7 The effects of horizontal cable length on the maximum deflections of the beams with simple and fixed supports with the modified V-shaped cable pattern
- 2.8 The effects of length a on the maximum deflections of the beams with simple and fixed supports with two V-shaped cable patterns
- 2.9 Comparison of bending moment diagrams of beams with and without cables
- 2.10 Conclusion
- References
- 3. Cable-cylinder bracing system: theoretical background, structural behavior, and seismic design coefficients
- Abstract
- 3.1 Introduction
- 3.2 Theoretical equilibrium relationships
- 3.3 Influence of cylinder size on behavior of the cable-cylinder bracing system
- 3.4 Influence of prestressing force of cables on the behavior of the cable-cylinder bracing system
- 3.5 Finite element modeling and validation
- 3.6 Nonlinear time-history analysis
- 3.7 Proposed fiber element modeling technique and validation
- 3.8 Nonlinear dynamic analysis
- 3.9 Response modification factor
- 3.10 Influence of structural details on response modification factor
- 3.11 Sensitivity analysis
- 3.12 Proposing an equation for the response modification factor of cable-cylinder bracing system
- 3.13 Conclusion
- References
- 4. Method of seismic resistance design—case studies
- Abstract
- 4.1 Introduction
- 4.2 Method of seismic resistant design: reinforced concrete moment frames
- 4.3 Method of seismic resistance design: buckling-restrained brace-RCF systems
- 4.4 Method of seismic resistance design: steel plate shear wall-RCF systems
- 4.5 Conclusion
- References
- 5. Probabilistic seismic analysis of reinforced concrete frames using artificial intelligence-enhanced mechanical model
- Abstract
- 5.1 Introduction
- 5.2 Methodology
- 5.3 Illustrative example
- 5.4 Conclusion
- References
- 6. Novel technique of performance-based optimum deign of buckling-restrained braced frames: colliding bodies optimization algorithms
- Abstract
- 6.1 Introduction
- 6.2 Buckling-restrained braced frames
- 6.3 Utilized algorithms
- 6.4 Structural analysis
- 6.5 Problem formulation
- 6.6 Evaluation of the colliding bodies optimization algorithms
- 6.7 Design examples
- 6.8 Conclusion
- References
- 7. Development and application of the Bouc–Wen model in seismic performance evaluation of reinforced concrete members
- Abstract
- 7.1 Introduction
- 7.2 Development of the Bouc–Wen model
- 7.3 Parameter identification
- 7.4 Seismic demand prediction using the Bouc–Wen model
- 7.5 Conclusion
- References
- Part 2: Repair of structural and non-structural components
- 8. Developing seismic fragility curves for caisson-type quay walls with improved backfill soil
- Abstract
- Symbols
- 8.1 Introduction
- 8.2 Numerical modeling
- 8.3 Validation of the developed numerical model
- 8.4 Improvement patterns of backfill soil behind caisson-type quay wall
- 8.5 Fragility analysis
- 8.6 Comparing the effectiveness of various backfill improvement patterns of the caisson-type quay walls
- 8.7 Comparing the efficiencies of various backfill improvement patterns of the caisson-type quay walls
- 8.8 Summary and conclusions
- Acknowledgments
- References
- Part 3: Seismic damage mitigation strategies
- 9. Machine learning approach for seismic assessment
- Abstract
- 9.1 Machine learning: an overview
- 9.2 Basic applications of machine learning
- 9.3 Examples of machine learning for seismic assessment
- 9.4 Case study using neural networks for predicting earthquake responses
- 9.5 Challenges and future opportunities for machine learning and seismic assessment
- References
- 10. Robust design of intelligent control systems to mitigate earthquake-induced vibrations under uncertain conditions
- Abstract
- 10.1 Introduction
- 10.2 Tuned mass damper–shear building interaction model under earthquake action
- 10.3 Motion-based design method under uncertain conditions
- 10.4 Application example
- 10.5 Conclusion
- Acknowledgments
- Declaration of conflicting interests
- References
- 11. Multistory buildings equipped with innovative structural seismic shear fuse systems
- Abstract
- 11.1 Introduction
- 11.2 Verification of modeling methodology
- 11.3 Dampers equipped with butterfly-shaped link design procedure
- 11.4 Design of prototype six-story structure with structural shear links
- 11.5 Discussion of the results for nonlinear response history analysis for multistory building
- 11.6 Nonlinear response history analysis results under for butterfly-shaped and conventional EBF systems
- 11.7 Conclusion
- Statements and declarations
- References
- 12. Seismic protection strategies for damage mitigation in structures
- Abstract
- Abbreviations
- 12.1 Introduction
- 12.2 Seismic protection strategies
- 12.3 Conclusions
- References
- 13. Analytical formulas of the mechanical behavior of rubber bearings considering the isolator nonlinearities and the influence of shear modulus
- Abstract
- 13.1 Introduction
- 13.2 Validation of the numerical models and sensitivity analysis
- 13.3 Mechanical behavior of rubber bearings
- 13.4 Conclusion
- References
- 14. Mitigation of deformations of a hunchbacked block-type gravity quay wall subjected to dynamic loading through optimizing its back-face configuration
- Abstract
- 14.1 Introduction
- 14.2 Numerical simulation of the seismic behavior of hunchbacked block-type gravity quay wall
- 14.3 Sensitivity analysis on hunch angle, backfill friction angle, and hunch height-to-wall height ratio
- 14.4 Estimation of the optimum hunch angle corresponding to the minimum deformation of the wall
- 14.5 Summary and conclusions
- References
- 15. Model-based adaptive control system for magneto-rheological damper-controlled structures
- Abstract
- 15.1 Introduction
- 15.2 Methodology
- 15.3 Control strategy formulation
- 15.4 Numerical study
- 15.5 Results and discussions
- 15.6 Conclusion
- References
- Index
- No. of pages: 426
- Language: English
- Edition: 1
- Published: November 30, 2022
- Imprint: Woodhead Publishing
- Paperback ISBN: 9780323885300
- eBook ISBN: 9780323885317
IM
Iman Mansouri
PA