盾構隧道抗震韌性評估理論方法 包小華 沈俊 陳湘生等 9787112309740 【台灣高等教育出版社】

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書名：盾構隧道抗震韌性評估理論方法
ISBN：9787112309740
出版社：中國建築工業
著編譯者：包小華 沈俊 陳湘生等
頁數：246
所在地：中國大陸 *此為代購商品
書號：1744697
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內容簡介

本書以盾構隧道抗震韌性評估理論方法為核心，構建了完整的抗震韌性理論體系，明確了盾構隧道抗震韌性的定義，並提出了適用於盾構隧道的抗震韌性評估指標體系。同時，本書深入研究了結構劣化、預緊力損失、空洞分佈、近鄰結構干擾、地層液化變形等因素對盾構隧道抗震韌性的影響機制，提出了針對性的評估方法。此外，本書突破了傳統單一指標評估的局限性，提出了基於多損傷指標的抗震韌性評估方法，建立了多指標關聯模型，揭示了不同指標之間的內在聯繫，提出了更加精準的抗震韌性評估新方法。最後，本書結合實際工程案例，驗證了理論方法的可行性與有效性，並提出了盾構隧道抗震韌性提升的建議方案，為工程設計、施工和維護提供了科學指導。

作者簡介

沈俊，Jun Shen， Ph D of Engineering， Assistant Professor，Distinguished Associate Researcher， Masters Supervisor The mainresearch directions include seismic resistance of urban tunnelsand underground space structures， large deformation of sandliquefaction， and seismic resilience assessment of undergroundstructures Led and participated in 6 national level scientificresearch projects， 3 provincial and municipal level scientificresearch projects， and 5 major engineering projects Served as a youth committee memberof the Guangdong Society for Rock Mechanics and Engineering， a member of the ChineseSociety for Rock Mechanics and Engineering， editor in chief of the Sustainability Journal(SCI) special issue， and reviewer for over 20 international SCI journals Published over 40academic papers in international authoritative journals， including Engineering Geology，Tunneling and Underground Space Technology， Automation in Construction， etc Amongthese， two papers have been recognized as ESI Highly Cited Papers and Hot Papers (top 0 1%globally) Authorized over 30 Chinese invention patents， 3 US patents， 1 European patent，and has served as the lead or contributing editor for 3 technical codes and specifications Theresearch results won the first prize of the 2023 Guangdong Provincial Technology Invention(ranked 6th) and the silver award of the 49th Geneva International Exhibition of Inventions(ranked 4th)

目錄

Chapter 1 Introduction
1 1 Overview of shield tunnels
1 2 Defects of shield tunnel
1 3 Neighboring structures
Chapter 2 Seismic resilience of shield tunnels
2 1 Definition of seismic resilience on shield tunnels
2 2 Seismic damage modes and resilience loss mechanisms
2 3 Seismic resilience assessment method
2 4 Seismic design of shield tunnels
2 5 Seismic protection methods
2 6 Detection and repair measures
Summary
References
Chapter 3 Seismic resilience assessment of shield tunnels considering lining degradation
3 1 Effects of structural lining deterioration on shield tunnel
3 2 Methodology
3 3 FEM of shield tunnel considering lining degradation
3 4 Seismic resilience evaluation of structure
Summary
References
Chapter 4 Seismic resilience assessment of shield tunnels considering preload loss
4 1 Introduction
4 2 Resilience assessment framework
4 3 FEM-based shield tunnel analysis considering preload loss
4 4 Results analysis
Summary
References
Chapter 5 Seismic resilience assessment of shield tunnels considering contact loss defect
5 1 Effects of contact loss defect on shield tunnel
5 2 Methodology
5 3 Validation of LSSM
5 4 Mechanical characteristics and failure behaviors of segments with CLD
5 5 Seismic resilience assessment of shield tunnel with CLD
Summary
References
Chapter 6 Seismic resilience assessment considering the near-neighboring structures
6 1 Resilience assessment methodology
6 2 FEM of underpass-shield tunnel system
6 3 Structural seismic resilience assessment
Summary
References
Chapter 7 Multi indicator seismic resilience assessment of shield tunnels based on fuzzy cloud
7 1 Fuzzy theory integration
7 2 Comprehensive weight integration
7 3 Seismic impact and restoration modelling
7 4 Case study
Summary
References
Chapter 8 Seismic resilience assessment through interdependence of multiple damage indicators
8 1 Methodology
8 2 Numerical simulation of soil tunnel system
8 3 D vine copula model construction
8 4 Seismic resilience assessment
Summary
References
Conclusion and prospect

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