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Hybrid Self-centring Steel Frames
Hysteretic Behaviour and Structural Seismic Design
- 1st Edition - August 1, 2025
- Authors: Xuhong Zhou, Michael C.H. Yam, Ke Ke, Huanyang Zhang
- Language: English
- Paperback ISBN:9 7 8 - 0 - 4 4 3 - 2 7 4 6 7 - 1
- eBook ISBN:9 7 8 - 0 - 4 4 3 - 2 7 4 6 8 - 8
Written for professional engineers, researchers and academics working in the design and construction of seismic-resilient structures, ‘Hybrid Self-centring Steel Frames: Hyste… Read more
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Request a sales quoteWritten for professional engineers, researchers and academics working in the design and construction of seismic-resilient structures, ‘Hybrid Self-centring Steel Frames: Hysteretic Behaviour and Structural Seismic Design’ is an up to date resource on this novel construction method. The book provides comprehensive coverage of the advanced seismic design principles specific to hybrid self-centring steel frames, including the latest developments in seismic design codes and innovations in earthquake-resistant structures. Innovations in structural engineering materials and techniques are described, enabling readers to understand the properties of new materials and how they can be integrated into existing building designs. The book integrates theory with case studies, bridging the gap between conceptual design and real-world implementation, including seismic design of new buildings and retrofitting of existing structures with the hybrid self-centring steel frame, positioning it as a valuable resource for structural and seismic engineering professionals and also research and academic readers. Simulation and modelling techniques, including dynamic analysis and other computational techniques to support the precise prediction and study of structural behaviors under seismic forces are included for both theoretical structures and practical applications. The breadth of topics covered, from basic structural concepts and research frameworks, to advanced modelling techniques and performance-based design methodologies ensures the book’s appeal to both industry professionals and the research and academic readership. In integrating cutting-edge technologies and methodologies, and alignment with contemporary direction in this field, the book has potential to push the boundaries of existing knowledge in seismic design.
• Presents the hybrid self-centring steel frame: a construction method based on the seismic resilience concept and the integrated design features of high performance materials and structural arrangements
• Demonstrates the potential of the hybrid self-centring steel frame to reduce post-earthquake residual deformation, thereby reducing costs associated with repair, demolition and reconstruction, and related social impact
• Describes performance-based design methodologies for the hybrid self-centring steel frame, together with practical examples
• The use of this technology in improving seismic resilience is demonstrated
• With the integration of the latest developments and research, theoretical concepts and case studies, this book is a current resource for seismic and structural engineering professionals, researchers and academics
• Demonstrates the potential of the hybrid self-centring steel frame to reduce post-earthquake residual deformation, thereby reducing costs associated with repair, demolition and reconstruction, and related social impact
• Describes performance-based design methodologies for the hybrid self-centring steel frame, together with practical examples
• The use of this technology in improving seismic resilience is demonstrated
• With the integration of the latest developments and research, theoretical concepts and case studies, this book is a current resource for seismic and structural engineering professionals, researchers and academics
Professional engineers and researchers working on the analysis and design of seismic resilient structures
1 Introduction
1.1 Research background
1.2 Structural notion
1.3 Research framework and contents
2 Connections for hybrid self-centring steel frames
2.1 Overview
2.2 Connections with SMA plates
2.3 Connections with SMA angles
2.4 Connections with post-tensioning strands and SMA bolts
3 Braces for hybrid self-centring steel frames
3.1 Overview
3.2 Self-centring braces showing multi-nonlinear stages
3.3 Partially self-centring braces
3.4 Self-centring braces with SMA bolts
4 Inelastic structural seismic responses
4.1 Overview
4.2 Earthquake ground motions
4.3 Perfectly self-centring energy dissipation bays
4.4 Partially self-centring energy dissipation bays with SMA-plate-based connections employing residual deformations
4.5 Partially self-centring energy dissipation bays with ductile links
4.6 Hybrid self-centring energy dissipation bays with post-tensioning strands and SMA bolts
4.7 A comparative study: Effect of energy dissipation sequences
5 Inelastic spectral seismic demand
5.1 Governing equations and demand quantities
5.2 Hysteretic laws and validations
5.3 Spectral energy factor demand
6 Prediction models of energy factors based on regression analysis
6.1 Bilinear flag-shaped hysteretic model employing significant post-yielding stiffness
6.2 Bilinear flag-shaped hysteretic model employing residual deformations
7 Prediction models of energy factors based on machine-learning techniques
7.1 Bilinear flag-shaped model
7.2 Bilinear flag-shaped hysteretic model employing initial slip
7.3 Trilinear flag-shaped hysteretic model
7.4 Amplification model considering seismic sequences
8 Performance-based design methodologies
8.1 Governing equations and fundamentals
8.2 A stepwise design framework and validations
8.3 Multi-mode based nonlinear static procedures for estimation of structural inelastic seismic responses
8.4 A performance-spectra-based evaluation framework
9 Conclusions
1.1 Research background
1.2 Structural notion
1.3 Research framework and contents
2 Connections for hybrid self-centring steel frames
2.1 Overview
2.2 Connections with SMA plates
2.3 Connections with SMA angles
2.4 Connections with post-tensioning strands and SMA bolts
3 Braces for hybrid self-centring steel frames
3.1 Overview
3.2 Self-centring braces showing multi-nonlinear stages
3.3 Partially self-centring braces
3.4 Self-centring braces with SMA bolts
4 Inelastic structural seismic responses
4.1 Overview
4.2 Earthquake ground motions
4.3 Perfectly self-centring energy dissipation bays
4.4 Partially self-centring energy dissipation bays with SMA-plate-based connections employing residual deformations
4.5 Partially self-centring energy dissipation bays with ductile links
4.6 Hybrid self-centring energy dissipation bays with post-tensioning strands and SMA bolts
4.7 A comparative study: Effect of energy dissipation sequences
5 Inelastic spectral seismic demand
5.1 Governing equations and demand quantities
5.2 Hysteretic laws and validations
5.3 Spectral energy factor demand
6 Prediction models of energy factors based on regression analysis
6.1 Bilinear flag-shaped hysteretic model employing significant post-yielding stiffness
6.2 Bilinear flag-shaped hysteretic model employing residual deformations
7 Prediction models of energy factors based on machine-learning techniques
7.1 Bilinear flag-shaped model
7.2 Bilinear flag-shaped hysteretic model employing initial slip
7.3 Trilinear flag-shaped hysteretic model
7.4 Amplification model considering seismic sequences
8 Performance-based design methodologies
8.1 Governing equations and fundamentals
8.2 A stepwise design framework and validations
8.3 Multi-mode based nonlinear static procedures for estimation of structural inelastic seismic responses
8.4 A performance-spectra-based evaluation framework
9 Conclusions
- No. of pages: 300
- Language: English
- Edition: 1
- Published: August 1, 2025
- Imprint: Woodhead Publishing
- Paperback ISBN: 9780443274671
- eBook ISBN: 9780443274688
XZ
Xuhong Zhou
Professor Xuhong Zhou is an expert in the field of structural engineering, mainly in the areas of basic theory and the application of steel and composite structures. He is a member of the Chinese Academy of Engineering, International Fellow of The Engineering Academy of Japan, and a Fellow of The Institution of Structural Engineers (UK). Professor Zhou currently serves as the Director of the Research Center of Steel Structures at Chongqing University in China.
Affiliations and expertise
Chongqing UniversityMY
Michael C.H. Yam
Professor Yam is an expert in the field of structural engineering and currently serves as the Head of the Department of Building and Real Estate at the Hong Kong Polytechnic University and Deputy Director and Secretary General of Chinese National Engineering Research Centre for Steel Construction (CNERC) (Hong Kong Branch). He is a Registered Professional Engineer (Civil) in Hong Kong, Member of the Institution of Professional Engineers New Zealand, Fellow of the Hong Kong Institution of Engineers, Fellow of the Hong Kong Institute of Construction Managers, and Fellow of the American Society of Civil Engineers. Professor Yam's research interests are focused on steel connections, earthquake resilient steel structures, high strength steels, smart materials, and construction health and safety
Affiliations and expertise
The Hong Kong Polytechnic UniversityKK
Ke Ke
Professor Ke has been engaged in fundamental research and teaching in the area of seismic resilience and seismic performance of steel structures for many years. His research is focused on seismic resilient steel structures, vibration control of industrial structures and wind turbine structures, as well as SMA-based self-centring structures
Affiliations and expertise
Chongqing UniversityHZ
Huanyang Zhang
Huanyang Zhang is undertaking a PhD in the School of Civil Engineering at Chongqing University, China
Affiliations and expertise
Chongqing University