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公路車輛-橋梁耦合振動的數值模擬與應用(英文版) 版權信息
- ISBN：9787040539868
- 條形碼：9787040539868 ; 978-7-04-053986-8
- 裝幀：一般膠版紙
- 冊數：暫無
- 重量：暫無
- 所屬分類：>>
公路車輛-橋梁耦合振動的數值模擬與應用(英文版) 內容簡介
《公路車輛 橋梁耦合振動的數值模擬與應用（英文版）》涵蓋了車橋耦合作用相關的理論基礎知識和工程應用。車輛行駛通過公路橋梁時會引發橋梁振動，橋梁也會反過來影響車輛的振動，這種車橋耦合作用帶來了許多有用的信息。一方面，雖然傳統上通常將車輛視為橋梁的載荷，但它們也可以被視為橋梁結構響應的傳感器和接收器。另一方面，雖然傳統上橋梁通常被視為車輛重量的承載結構，但它們也可以被視為可以衡量車輛載荷的秤；谶@些觀察和發現，作者的研究小組開展了在車橋耦合振動領域的廣泛研究。該書將記錄新的理論發展和應用，為相關研究人員和研究生們提供參考信息！豆奋囕v 橋梁耦合振動的數值模擬與應用（英文版）》適合橋梁工程領域的研究生、專業人士和研究人員閱讀。讀者應在已經完成了結構動力學、橋梁工程等相關課程的基礎上閱讀該書。
公路車輛-橋梁耦合振動的數值模擬與應用(英文版) 目錄
Chapter 1 Introduction
1．1 Background and Thematic Basis
1．2 Promising Approach to Dealing with Highway Infrastructure Problem
1．3 Book Organization
Chapter 2 Framework of Vehicle-Bridge Coupled Modeling
2．1 Introduction
2．2 Methodology
2．2．1 Modeling of Vehicle
2．2．2 Modeling of Bridge
2．2．3 Road Surface Condition
2．2．4 Assembling of Bridge-Vehicle Equation of Motion
2．3 Numerical Demonstration Example
2．3．1 Impact Factor and Dynamic Load Coefficient
2．3．2 Effect of Road Roughness
2．3．3 Effect of Vehicle Damping
2．3．4 Effect of Vehicle Rigidity
2．3．5 Effect of Vehicle Weight
2．3．6 Effect of Vehicle Speed
2．3．7 Results in Frequency Domain
2．4 Conclusions
References
Chapter 3 Vehicle-Induced Impact on Bridges
3．1 Definition of Impact Factor
3．2 Bridge Code Provisions Worldwide
3．2．1 AASHTO Code
3．2．2 Ontario‘s Code and Canadian Code
3．2．3 Chinese Code
3．2．4 Zelanian Code
3．2．5 Australian Code
3．2．6 European Code
3．2．7 British Code
3．2．8 Japanese Code
3．3 Numerical Simulation of Effect of Approach Span Condition
3．3．1 Mechanism and Modeling of Bump and Road Roughness．
3．3．2 Selected Vehicle and Bridge Models
3．4 Dynamic Responses of Slab Bridges under Different Conditions
3．4．1 Effect of Vehicle Speed
3．4．2 Effect of Approach Span Condition
3．4．3 Effect of Bridge Deck Surface Condition
3．4．4 IMs of Slab Bridges
3．5 Dynamic Responses of Slab-on-Girder Bridges under Different Conditions
3．5．1 Effect of Approach Span Condition on the Mid-Span Defiection
3．5．2 Effect of Approach Span Condition on the Dynamic Tire Force
3．5．3 IMs of Slab-on-Girder Bridges
3．5．4 Concluding Remarks
3．6 Local and Global Impact Factors of Bridges
3．6．1 Problem Statement
3．6．2 Dynamic Responses of Bridges
3．6．3 Effect of Bridge Span Length
3．6．4 Effect of Road Surface Condition
3．6．5 Effect of Vehicle Speed
3．6．6 Discussion on Code Provisions
3．7 Influence of Damaged Expansion Joint on Impact Factors
3．7．1 Effect of Bridge Span Length
3．7．2 Effect of Road Surface Condition
3．7．3 Effect of Vehicle Speed
3．7．4 Concluding Remarks
……
Chapter 4 Vibration-Based Damage Detection and Characterization of Bridges
Chapter 5 Assessment of Vehicle-Induced Fatigue of Bridges
Chapter 6 Vehicle-Induced Vibrations of High-Pier Bridges
Chapter 7 Vehicle Characterization Based on Vehicle-Bridge Interaction
Chapter 8 Energy Harvesting on Vehicle-Induced Vibrations of Bridges
1．1 Background and Thematic Basis
1．2 Promising Approach to Dealing with Highway Infrastructure Problem
1．3 Book Organization
Chapter 2 Framework of Vehicle-Bridge Coupled Modeling
2．1 Introduction
2．2 Methodology
2．2．1 Modeling of Vehicle
2．2．2 Modeling of Bridge
2．2．3 Road Surface Condition
2．2．4 Assembling of Bridge-Vehicle Equation of Motion
2．3 Numerical Demonstration Example
2．3．1 Impact Factor and Dynamic Load Coefficient
2．3．2 Effect of Road Roughness
2．3．3 Effect of Vehicle Damping
2．3．4 Effect of Vehicle Rigidity
2．3．5 Effect of Vehicle Weight
2．3．6 Effect of Vehicle Speed
2．3．7 Results in Frequency Domain
2．4 Conclusions
References
Chapter 3 Vehicle-Induced Impact on Bridges
3．1 Definition of Impact Factor
3．2 Bridge Code Provisions Worldwide
3．2．1 AASHTO Code
3．2．2 Ontario‘s Code and Canadian Code
3．2．3 Chinese Code
3．2．4 Zelanian Code
3．2．5 Australian Code
3．2．6 European Code
3．2．7 British Code
3．2．8 Japanese Code
3．3 Numerical Simulation of Effect of Approach Span Condition
3．3．1 Mechanism and Modeling of Bump and Road Roughness．
3．3．2 Selected Vehicle and Bridge Models
3．4 Dynamic Responses of Slab Bridges under Different Conditions
3．4．1 Effect of Vehicle Speed
3．4．2 Effect of Approach Span Condition
3．4．3 Effect of Bridge Deck Surface Condition
3．4．4 IMs of Slab Bridges
3．5 Dynamic Responses of Slab-on-Girder Bridges under Different Conditions
3．5．1 Effect of Approach Span Condition on the Mid-Span Defiection
3．5．2 Effect of Approach Span Condition on the Dynamic Tire Force
3．5．3 IMs of Slab-on-Girder Bridges
3．5．4 Concluding Remarks
3．6 Local and Global Impact Factors of Bridges
3．6．1 Problem Statement
3．6．2 Dynamic Responses of Bridges
3．6．3 Effect of Bridge Span Length
3．6．4 Effect of Road Surface Condition
3．6．5 Effect of Vehicle Speed
3．6．6 Discussion on Code Provisions
3．7 Influence of Damaged Expansion Joint on Impact Factors
3．7．1 Effect of Bridge Span Length
3．7．2 Effect of Road Surface Condition
3．7．3 Effect of Vehicle Speed
3．7．4 Concluding Remarks
……
Chapter 4 Vibration-Based Damage Detection and Characterization of Bridges
Chapter 5 Assessment of Vehicle-Induced Fatigue of Bridges
Chapter 6 Vehicle-Induced Vibrations of High-Pier Bridges
Chapter 7 Vehicle Characterization Based on Vehicle-Bridge Interaction
Chapter 8 Energy Harvesting on Vehicle-Induced Vibrations of Bridges
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